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Adelaide Brighton Cement Residential Vibration Investigation
Report Date Friday 2 December 2016 Reference A15623RP5 Revision 2
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Document Information
Project Adelaide Brighton Cement vibration study
Client Adelaide Brighton Cement
Report title Residential vibration investigation
Project Number A15623
Author Greg Barry
Acoustic Engineer
p+61 8 8155 5888
m+61 450 455 079
gregbarryresonateacousticscom
Reviewed by Darren Jurevicius
Revision Table
Report revision Date Comments
0 29 November 2016 Initial Draft
1 30 November 2016 Final Draft
2 1 December 2016 Final
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Glossary Frequency (Hz) The number of times a vibrating object oscillates (moves back and forth) in
one second Fast movements produce high frequency sound (high pitchtone) but slow movements mean the frequency (pitchtone) is low 1 Hz is equal to 1 cycle per second
IQR Interquartile range
Night Before 6 am Mondays to Saturdays 8 am on Sundays and Public Holidays or after 10 pm on any day
ms2 Metres per second squared unit of vibration acceleration
ABC Adelaide Brighton Cement
CLG Adelaide Brighton Cement ndash Community Liaison Group
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Table of Contents 1 Introduction 1
2 Site Details 2
3 Criteria 3
31 AS ISO 2631-22014 3 32 ISO 2631-11997 3 33 Summary 4
4 Vibration monitoring 5
41 Monitoring Locations 5 42 Instrumentation 5 43 Procedure 5
5 Results 6
51 Residence 1 6 52 Residence 2 7 53 Residence 3 7 54 Residence 4 8 55 Residence 5 8
6 Summary 9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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1 Introduction A recent study carried out by Resonate Acoustics (A15623RP3) measured the potential vibration generated by the Adelaide Brighton Cement (ABC) Birkenhead plant in the vicinity of the nearest residential properties A further study via survey questionnaire was then carried out to understand the subjective response of residence in the area of their experience of vibration (A15623RP4A) Based on the response of the survey six residences were selected to undertake internal vibration monitoring
This report presents the findings of monitoring undertaken at the selected residences over the time period 24th October 2016 to 20th November 2016 Note that only five of the planned six residences were measured as one of the selected residences could not be reached following multiple attempts to make contact
Accordingly this report presents the details of the vibration monitoring including methodology and instrumentation a detailed analysis of the results and presents an assessment against AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
1
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
2 Site Details The Adelaide Brighton Cement facility is located adjacent Victoria Road in Peterhead SA 5016 The facility manufactures and supplies a range of clinker cement and pre-packed dry blended products
The Peterhead facility comprises a number of different items of heavy plant including bull 1 x Calciner and 1 x Kiln which generally operate together as the main plant bull 3 x Cement Mills bull 2 x Raw Mills
The plant typically operates 24 hours per day However on 31 October 2016 the majority of the above plant was shut down from between 130 am and 830 pm
The Adelaide Brighton Cement facility is located adjacent to a busy road network (Victoria Road) which has an Annual Average Daily Traffic (AADT) flow of 25000 vehicles with 135 heavy vehicles (4100) The site is bound by single story residential premises to the west on Victoria Road The closest residences are located on Victoria Road The site and general residential monitoring locations are presented in Appendix A (Note for privacy reasons the exact residences have not been identified)
2
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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3 Criteria AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) is the principal standard used in South Australia for the measurement and evaluation of human response to vibration The standard also calls up Part 1 of the same series (ISO 2631-11997) for quantifying perception levels with regard to constantsteady (RMS) and peak vibration levels
31 AS ISO 2631-22014 The following is an excerpt from AS ISO 2631-22014 and presents a discussion regarding the subjective response to vibration in buildings in addition to other effects which may be caused by vibration eg re-radiated noise
Experience in many countries has shown that adverse comments regarding building vibration in residential situations may arise from occupants of buildings when the vibration magnitudes are only slightly in excess of perception levels (see ISO 2631-11997 Annex C) In some cases complaints arise due to secondary effects associated with vibration eg reradiated noise (see Annex B) In general satisfactory magnitudes are likely to be related to general expectations and to economic social and other environmental factors They are not determined by factors such as short-term health hazards and working efficiency Indeed in practically all cases the magnitudes are such that fatigue directly induced by the motion is very unlikely
Situations exist where significantly higher vibration magnitudes can be tolerated particularly for temporary disturbances and transient events Examples of this are construction projects Any startle factor can be reduced by a proper programme of public relations which may include announcements such as warning signals andor concerning regularity of occurrence Only in extremely rare cases should it be necessary to consult the criterion ldquohealthrdquo as given in ISO 2631-1 For situations in which vibration occurs over an extended period long-term familiarization may give rise to a change in adverse comment thresholds
32 ISO 2631-11997 As mentioned above AS ISO 2631-22014 recalls ISO 2631-11997 Annex C for perception levels and typical subjective responses which are presented in the following excerpts
C23 Perception levels
Acceptable values of vibration magnitude for comfort in accordance with 82 depend on many factors which vary with each application Therefore a limit is not defined in this part of ISO 2631 The following values give approximate indications of likely reaction various magnitudes of overall vibration total values in public transport
Table 1 Excerpt from ISO 2631-11997
Perception Level (ms2) Subjective Response
lt 0315 Not uncomfortable 0315 ndash 063 A little uncomfortable 05 ndash 10 Fairly uncomfortable 08 ndash 16 Uncomfortable 125 ndash 25 Very uncomfortable gt25 Extremely uncomfortable
3
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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C3 Perception
Fifty per cent of alert fit persons can just detect a Wk weighted vibration with a peak magnitude of 0015 ms2
There is a large variation between individuals in their ability to perceive vibration When the median perception threshold is approximately 0015 ms2 the interquartile range of responses may extend from about 001 ms2 to 002 ms2 peak
The perception threshold decreases slightly with increases in vibration duration up to one seconds and very little with further increases in duration Although the perception threshold does not continue to decrease with increasing duration the sensation produced by vibration at magnitude above threshold may continue to increase
33 Summary Measured vibration levels at the identified residences are to be assessed in accordance with AS ISO 26312 2014 Accordingly measured RMS acceleration should also be assessed against the perception levels presented in Table 1 with the measured peak acceleration levels assessed against the vibration perception levels presented in Annex C3 of ISO 2631-11997 ie interquartile range of 001 ms2 to 002 ms2
4
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Document Information
Project Adelaide Brighton Cement vibration study
Client Adelaide Brighton Cement
Report title Residential vibration investigation
Project Number A15623
Author Greg Barry
Acoustic Engineer
p+61 8 8155 5888
m+61 450 455 079
gregbarryresonateacousticscom
Reviewed by Darren Jurevicius
Revision Table
Report revision Date Comments
0 29 November 2016 Initial Draft
1 30 November 2016 Final Draft
2 1 December 2016 Final
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Glossary Frequency (Hz) The number of times a vibrating object oscillates (moves back and forth) in
one second Fast movements produce high frequency sound (high pitchtone) but slow movements mean the frequency (pitchtone) is low 1 Hz is equal to 1 cycle per second
IQR Interquartile range
Night Before 6 am Mondays to Saturdays 8 am on Sundays and Public Holidays or after 10 pm on any day
ms2 Metres per second squared unit of vibration acceleration
ABC Adelaide Brighton Cement
CLG Adelaide Brighton Cement ndash Community Liaison Group
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Table of Contents 1 Introduction 1
2 Site Details 2
3 Criteria 3
31 AS ISO 2631-22014 3 32 ISO 2631-11997 3 33 Summary 4
4 Vibration monitoring 5
41 Monitoring Locations 5 42 Instrumentation 5 43 Procedure 5
5 Results 6
51 Residence 1 6 52 Residence 2 7 53 Residence 3 7 54 Residence 4 8 55 Residence 5 8
6 Summary 9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
1 Introduction A recent study carried out by Resonate Acoustics (A15623RP3) measured the potential vibration generated by the Adelaide Brighton Cement (ABC) Birkenhead plant in the vicinity of the nearest residential properties A further study via survey questionnaire was then carried out to understand the subjective response of residence in the area of their experience of vibration (A15623RP4A) Based on the response of the survey six residences were selected to undertake internal vibration monitoring
This report presents the findings of monitoring undertaken at the selected residences over the time period 24th October 2016 to 20th November 2016 Note that only five of the planned six residences were measured as one of the selected residences could not be reached following multiple attempts to make contact
Accordingly this report presents the details of the vibration monitoring including methodology and instrumentation a detailed analysis of the results and presents an assessment against AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
1
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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2 Site Details The Adelaide Brighton Cement facility is located adjacent Victoria Road in Peterhead SA 5016 The facility manufactures and supplies a range of clinker cement and pre-packed dry blended products
The Peterhead facility comprises a number of different items of heavy plant including bull 1 x Calciner and 1 x Kiln which generally operate together as the main plant bull 3 x Cement Mills bull 2 x Raw Mills
The plant typically operates 24 hours per day However on 31 October 2016 the majority of the above plant was shut down from between 130 am and 830 pm
The Adelaide Brighton Cement facility is located adjacent to a busy road network (Victoria Road) which has an Annual Average Daily Traffic (AADT) flow of 25000 vehicles with 135 heavy vehicles (4100) The site is bound by single story residential premises to the west on Victoria Road The closest residences are located on Victoria Road The site and general residential monitoring locations are presented in Appendix A (Note for privacy reasons the exact residences have not been identified)
2
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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3 Criteria AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) is the principal standard used in South Australia for the measurement and evaluation of human response to vibration The standard also calls up Part 1 of the same series (ISO 2631-11997) for quantifying perception levels with regard to constantsteady (RMS) and peak vibration levels
31 AS ISO 2631-22014 The following is an excerpt from AS ISO 2631-22014 and presents a discussion regarding the subjective response to vibration in buildings in addition to other effects which may be caused by vibration eg re-radiated noise
Experience in many countries has shown that adverse comments regarding building vibration in residential situations may arise from occupants of buildings when the vibration magnitudes are only slightly in excess of perception levels (see ISO 2631-11997 Annex C) In some cases complaints arise due to secondary effects associated with vibration eg reradiated noise (see Annex B) In general satisfactory magnitudes are likely to be related to general expectations and to economic social and other environmental factors They are not determined by factors such as short-term health hazards and working efficiency Indeed in practically all cases the magnitudes are such that fatigue directly induced by the motion is very unlikely
Situations exist where significantly higher vibration magnitudes can be tolerated particularly for temporary disturbances and transient events Examples of this are construction projects Any startle factor can be reduced by a proper programme of public relations which may include announcements such as warning signals andor concerning regularity of occurrence Only in extremely rare cases should it be necessary to consult the criterion ldquohealthrdquo as given in ISO 2631-1 For situations in which vibration occurs over an extended period long-term familiarization may give rise to a change in adverse comment thresholds
32 ISO 2631-11997 As mentioned above AS ISO 2631-22014 recalls ISO 2631-11997 Annex C for perception levels and typical subjective responses which are presented in the following excerpts
C23 Perception levels
Acceptable values of vibration magnitude for comfort in accordance with 82 depend on many factors which vary with each application Therefore a limit is not defined in this part of ISO 2631 The following values give approximate indications of likely reaction various magnitudes of overall vibration total values in public transport
Table 1 Excerpt from ISO 2631-11997
Perception Level (ms2) Subjective Response
lt 0315 Not uncomfortable 0315 ndash 063 A little uncomfortable 05 ndash 10 Fairly uncomfortable 08 ndash 16 Uncomfortable 125 ndash 25 Very uncomfortable gt25 Extremely uncomfortable
3
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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C3 Perception
Fifty per cent of alert fit persons can just detect a Wk weighted vibration with a peak magnitude of 0015 ms2
There is a large variation between individuals in their ability to perceive vibration When the median perception threshold is approximately 0015 ms2 the interquartile range of responses may extend from about 001 ms2 to 002 ms2 peak
The perception threshold decreases slightly with increases in vibration duration up to one seconds and very little with further increases in duration Although the perception threshold does not continue to decrease with increasing duration the sensation produced by vibration at magnitude above threshold may continue to increase
33 Summary Measured vibration levels at the identified residences are to be assessed in accordance with AS ISO 26312 2014 Accordingly measured RMS acceleration should also be assessed against the perception levels presented in Table 1 with the measured peak acceleration levels assessed against the vibration perception levels presented in Annex C3 of ISO 2631-11997 ie interquartile range of 001 ms2 to 002 ms2
4
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Glossary Frequency (Hz) The number of times a vibrating object oscillates (moves back and forth) in
one second Fast movements produce high frequency sound (high pitchtone) but slow movements mean the frequency (pitchtone) is low 1 Hz is equal to 1 cycle per second
IQR Interquartile range
Night Before 6 am Mondays to Saturdays 8 am on Sundays and Public Holidays or after 10 pm on any day
ms2 Metres per second squared unit of vibration acceleration
ABC Adelaide Brighton Cement
CLG Adelaide Brighton Cement ndash Community Liaison Group
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Table of Contents 1 Introduction 1
2 Site Details 2
3 Criteria 3
31 AS ISO 2631-22014 3 32 ISO 2631-11997 3 33 Summary 4
4 Vibration monitoring 5
41 Monitoring Locations 5 42 Instrumentation 5 43 Procedure 5
5 Results 6
51 Residence 1 6 52 Residence 2 7 53 Residence 3 7 54 Residence 4 8 55 Residence 5 8
6 Summary 9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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1 Introduction A recent study carried out by Resonate Acoustics (A15623RP3) measured the potential vibration generated by the Adelaide Brighton Cement (ABC) Birkenhead plant in the vicinity of the nearest residential properties A further study via survey questionnaire was then carried out to understand the subjective response of residence in the area of their experience of vibration (A15623RP4A) Based on the response of the survey six residences were selected to undertake internal vibration monitoring
This report presents the findings of monitoring undertaken at the selected residences over the time period 24th October 2016 to 20th November 2016 Note that only five of the planned six residences were measured as one of the selected residences could not be reached following multiple attempts to make contact
Accordingly this report presents the details of the vibration monitoring including methodology and instrumentation a detailed analysis of the results and presents an assessment against AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
1
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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2 Site Details The Adelaide Brighton Cement facility is located adjacent Victoria Road in Peterhead SA 5016 The facility manufactures and supplies a range of clinker cement and pre-packed dry blended products
The Peterhead facility comprises a number of different items of heavy plant including bull 1 x Calciner and 1 x Kiln which generally operate together as the main plant bull 3 x Cement Mills bull 2 x Raw Mills
The plant typically operates 24 hours per day However on 31 October 2016 the majority of the above plant was shut down from between 130 am and 830 pm
The Adelaide Brighton Cement facility is located adjacent to a busy road network (Victoria Road) which has an Annual Average Daily Traffic (AADT) flow of 25000 vehicles with 135 heavy vehicles (4100) The site is bound by single story residential premises to the west on Victoria Road The closest residences are located on Victoria Road The site and general residential monitoring locations are presented in Appendix A (Note for privacy reasons the exact residences have not been identified)
2
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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3 Criteria AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) is the principal standard used in South Australia for the measurement and evaluation of human response to vibration The standard also calls up Part 1 of the same series (ISO 2631-11997) for quantifying perception levels with regard to constantsteady (RMS) and peak vibration levels
31 AS ISO 2631-22014 The following is an excerpt from AS ISO 2631-22014 and presents a discussion regarding the subjective response to vibration in buildings in addition to other effects which may be caused by vibration eg re-radiated noise
Experience in many countries has shown that adverse comments regarding building vibration in residential situations may arise from occupants of buildings when the vibration magnitudes are only slightly in excess of perception levels (see ISO 2631-11997 Annex C) In some cases complaints arise due to secondary effects associated with vibration eg reradiated noise (see Annex B) In general satisfactory magnitudes are likely to be related to general expectations and to economic social and other environmental factors They are not determined by factors such as short-term health hazards and working efficiency Indeed in practically all cases the magnitudes are such that fatigue directly induced by the motion is very unlikely
Situations exist where significantly higher vibration magnitudes can be tolerated particularly for temporary disturbances and transient events Examples of this are construction projects Any startle factor can be reduced by a proper programme of public relations which may include announcements such as warning signals andor concerning regularity of occurrence Only in extremely rare cases should it be necessary to consult the criterion ldquohealthrdquo as given in ISO 2631-1 For situations in which vibration occurs over an extended period long-term familiarization may give rise to a change in adverse comment thresholds
32 ISO 2631-11997 As mentioned above AS ISO 2631-22014 recalls ISO 2631-11997 Annex C for perception levels and typical subjective responses which are presented in the following excerpts
C23 Perception levels
Acceptable values of vibration magnitude for comfort in accordance with 82 depend on many factors which vary with each application Therefore a limit is not defined in this part of ISO 2631 The following values give approximate indications of likely reaction various magnitudes of overall vibration total values in public transport
Table 1 Excerpt from ISO 2631-11997
Perception Level (ms2) Subjective Response
lt 0315 Not uncomfortable 0315 ndash 063 A little uncomfortable 05 ndash 10 Fairly uncomfortable 08 ndash 16 Uncomfortable 125 ndash 25 Very uncomfortable gt25 Extremely uncomfortable
3
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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C3 Perception
Fifty per cent of alert fit persons can just detect a Wk weighted vibration with a peak magnitude of 0015 ms2
There is a large variation between individuals in their ability to perceive vibration When the median perception threshold is approximately 0015 ms2 the interquartile range of responses may extend from about 001 ms2 to 002 ms2 peak
The perception threshold decreases slightly with increases in vibration duration up to one seconds and very little with further increases in duration Although the perception threshold does not continue to decrease with increasing duration the sensation produced by vibration at magnitude above threshold may continue to increase
33 Summary Measured vibration levels at the identified residences are to be assessed in accordance with AS ISO 26312 2014 Accordingly measured RMS acceleration should also be assessed against the perception levels presented in Table 1 with the measured peak acceleration levels assessed against the vibration perception levels presented in Annex C3 of ISO 2631-11997 ie interquartile range of 001 ms2 to 002 ms2
4
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
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5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
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6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Table of Contents 1 Introduction 1
2 Site Details 2
3 Criteria 3
31 AS ISO 2631-22014 3 32 ISO 2631-11997 3 33 Summary 4
4 Vibration monitoring 5
41 Monitoring Locations 5 42 Instrumentation 5 43 Procedure 5
5 Results 6
51 Residence 1 6 52 Residence 2 7 53 Residence 3 7 54 Residence 4 8 55 Residence 5 8
6 Summary 9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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1 Introduction A recent study carried out by Resonate Acoustics (A15623RP3) measured the potential vibration generated by the Adelaide Brighton Cement (ABC) Birkenhead plant in the vicinity of the nearest residential properties A further study via survey questionnaire was then carried out to understand the subjective response of residence in the area of their experience of vibration (A15623RP4A) Based on the response of the survey six residences were selected to undertake internal vibration monitoring
This report presents the findings of monitoring undertaken at the selected residences over the time period 24th October 2016 to 20th November 2016 Note that only five of the planned six residences were measured as one of the selected residences could not be reached following multiple attempts to make contact
Accordingly this report presents the details of the vibration monitoring including methodology and instrumentation a detailed analysis of the results and presents an assessment against AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
1
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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2 Site Details The Adelaide Brighton Cement facility is located adjacent Victoria Road in Peterhead SA 5016 The facility manufactures and supplies a range of clinker cement and pre-packed dry blended products
The Peterhead facility comprises a number of different items of heavy plant including bull 1 x Calciner and 1 x Kiln which generally operate together as the main plant bull 3 x Cement Mills bull 2 x Raw Mills
The plant typically operates 24 hours per day However on 31 October 2016 the majority of the above plant was shut down from between 130 am and 830 pm
The Adelaide Brighton Cement facility is located adjacent to a busy road network (Victoria Road) which has an Annual Average Daily Traffic (AADT) flow of 25000 vehicles with 135 heavy vehicles (4100) The site is bound by single story residential premises to the west on Victoria Road The closest residences are located on Victoria Road The site and general residential monitoring locations are presented in Appendix A (Note for privacy reasons the exact residences have not been identified)
2
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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3 Criteria AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) is the principal standard used in South Australia for the measurement and evaluation of human response to vibration The standard also calls up Part 1 of the same series (ISO 2631-11997) for quantifying perception levels with regard to constantsteady (RMS) and peak vibration levels
31 AS ISO 2631-22014 The following is an excerpt from AS ISO 2631-22014 and presents a discussion regarding the subjective response to vibration in buildings in addition to other effects which may be caused by vibration eg re-radiated noise
Experience in many countries has shown that adverse comments regarding building vibration in residential situations may arise from occupants of buildings when the vibration magnitudes are only slightly in excess of perception levels (see ISO 2631-11997 Annex C) In some cases complaints arise due to secondary effects associated with vibration eg reradiated noise (see Annex B) In general satisfactory magnitudes are likely to be related to general expectations and to economic social and other environmental factors They are not determined by factors such as short-term health hazards and working efficiency Indeed in practically all cases the magnitudes are such that fatigue directly induced by the motion is very unlikely
Situations exist where significantly higher vibration magnitudes can be tolerated particularly for temporary disturbances and transient events Examples of this are construction projects Any startle factor can be reduced by a proper programme of public relations which may include announcements such as warning signals andor concerning regularity of occurrence Only in extremely rare cases should it be necessary to consult the criterion ldquohealthrdquo as given in ISO 2631-1 For situations in which vibration occurs over an extended period long-term familiarization may give rise to a change in adverse comment thresholds
32 ISO 2631-11997 As mentioned above AS ISO 2631-22014 recalls ISO 2631-11997 Annex C for perception levels and typical subjective responses which are presented in the following excerpts
C23 Perception levels
Acceptable values of vibration magnitude for comfort in accordance with 82 depend on many factors which vary with each application Therefore a limit is not defined in this part of ISO 2631 The following values give approximate indications of likely reaction various magnitudes of overall vibration total values in public transport
Table 1 Excerpt from ISO 2631-11997
Perception Level (ms2) Subjective Response
lt 0315 Not uncomfortable 0315 ndash 063 A little uncomfortable 05 ndash 10 Fairly uncomfortable 08 ndash 16 Uncomfortable 125 ndash 25 Very uncomfortable gt25 Extremely uncomfortable
3
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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C3 Perception
Fifty per cent of alert fit persons can just detect a Wk weighted vibration with a peak magnitude of 0015 ms2
There is a large variation between individuals in their ability to perceive vibration When the median perception threshold is approximately 0015 ms2 the interquartile range of responses may extend from about 001 ms2 to 002 ms2 peak
The perception threshold decreases slightly with increases in vibration duration up to one seconds and very little with further increases in duration Although the perception threshold does not continue to decrease with increasing duration the sensation produced by vibration at magnitude above threshold may continue to increase
33 Summary Measured vibration levels at the identified residences are to be assessed in accordance with AS ISO 26312 2014 Accordingly measured RMS acceleration should also be assessed against the perception levels presented in Table 1 with the measured peak acceleration levels assessed against the vibration perception levels presented in Annex C3 of ISO 2631-11997 ie interquartile range of 001 ms2 to 002 ms2
4
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
1 Introduction A recent study carried out by Resonate Acoustics (A15623RP3) measured the potential vibration generated by the Adelaide Brighton Cement (ABC) Birkenhead plant in the vicinity of the nearest residential properties A further study via survey questionnaire was then carried out to understand the subjective response of residence in the area of their experience of vibration (A15623RP4A) Based on the response of the survey six residences were selected to undertake internal vibration monitoring
This report presents the findings of monitoring undertaken at the selected residences over the time period 24th October 2016 to 20th November 2016 Note that only five of the planned six residences were measured as one of the selected residences could not be reached following multiple attempts to make contact
Accordingly this report presents the details of the vibration monitoring including methodology and instrumentation a detailed analysis of the results and presents an assessment against AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
1
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
2 Site Details The Adelaide Brighton Cement facility is located adjacent Victoria Road in Peterhead SA 5016 The facility manufactures and supplies a range of clinker cement and pre-packed dry blended products
The Peterhead facility comprises a number of different items of heavy plant including bull 1 x Calciner and 1 x Kiln which generally operate together as the main plant bull 3 x Cement Mills bull 2 x Raw Mills
The plant typically operates 24 hours per day However on 31 October 2016 the majority of the above plant was shut down from between 130 am and 830 pm
The Adelaide Brighton Cement facility is located adjacent to a busy road network (Victoria Road) which has an Annual Average Daily Traffic (AADT) flow of 25000 vehicles with 135 heavy vehicles (4100) The site is bound by single story residential premises to the west on Victoria Road The closest residences are located on Victoria Road The site and general residential monitoring locations are presented in Appendix A (Note for privacy reasons the exact residences have not been identified)
2
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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3 Criteria AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) is the principal standard used in South Australia for the measurement and evaluation of human response to vibration The standard also calls up Part 1 of the same series (ISO 2631-11997) for quantifying perception levels with regard to constantsteady (RMS) and peak vibration levels
31 AS ISO 2631-22014 The following is an excerpt from AS ISO 2631-22014 and presents a discussion regarding the subjective response to vibration in buildings in addition to other effects which may be caused by vibration eg re-radiated noise
Experience in many countries has shown that adverse comments regarding building vibration in residential situations may arise from occupants of buildings when the vibration magnitudes are only slightly in excess of perception levels (see ISO 2631-11997 Annex C) In some cases complaints arise due to secondary effects associated with vibration eg reradiated noise (see Annex B) In general satisfactory magnitudes are likely to be related to general expectations and to economic social and other environmental factors They are not determined by factors such as short-term health hazards and working efficiency Indeed in practically all cases the magnitudes are such that fatigue directly induced by the motion is very unlikely
Situations exist where significantly higher vibration magnitudes can be tolerated particularly for temporary disturbances and transient events Examples of this are construction projects Any startle factor can be reduced by a proper programme of public relations which may include announcements such as warning signals andor concerning regularity of occurrence Only in extremely rare cases should it be necessary to consult the criterion ldquohealthrdquo as given in ISO 2631-1 For situations in which vibration occurs over an extended period long-term familiarization may give rise to a change in adverse comment thresholds
32 ISO 2631-11997 As mentioned above AS ISO 2631-22014 recalls ISO 2631-11997 Annex C for perception levels and typical subjective responses which are presented in the following excerpts
C23 Perception levels
Acceptable values of vibration magnitude for comfort in accordance with 82 depend on many factors which vary with each application Therefore a limit is not defined in this part of ISO 2631 The following values give approximate indications of likely reaction various magnitudes of overall vibration total values in public transport
Table 1 Excerpt from ISO 2631-11997
Perception Level (ms2) Subjective Response
lt 0315 Not uncomfortable 0315 ndash 063 A little uncomfortable 05 ndash 10 Fairly uncomfortable 08 ndash 16 Uncomfortable 125 ndash 25 Very uncomfortable gt25 Extremely uncomfortable
3
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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C3 Perception
Fifty per cent of alert fit persons can just detect a Wk weighted vibration with a peak magnitude of 0015 ms2
There is a large variation between individuals in their ability to perceive vibration When the median perception threshold is approximately 0015 ms2 the interquartile range of responses may extend from about 001 ms2 to 002 ms2 peak
The perception threshold decreases slightly with increases in vibration duration up to one seconds and very little with further increases in duration Although the perception threshold does not continue to decrease with increasing duration the sensation produced by vibration at magnitude above threshold may continue to increase
33 Summary Measured vibration levels at the identified residences are to be assessed in accordance with AS ISO 26312 2014 Accordingly measured RMS acceleration should also be assessed against the perception levels presented in Table 1 with the measured peak acceleration levels assessed against the vibration perception levels presented in Annex C3 of ISO 2631-11997 ie interquartile range of 001 ms2 to 002 ms2
4
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
2 Site Details The Adelaide Brighton Cement facility is located adjacent Victoria Road in Peterhead SA 5016 The facility manufactures and supplies a range of clinker cement and pre-packed dry blended products
The Peterhead facility comprises a number of different items of heavy plant including bull 1 x Calciner and 1 x Kiln which generally operate together as the main plant bull 3 x Cement Mills bull 2 x Raw Mills
The plant typically operates 24 hours per day However on 31 October 2016 the majority of the above plant was shut down from between 130 am and 830 pm
The Adelaide Brighton Cement facility is located adjacent to a busy road network (Victoria Road) which has an Annual Average Daily Traffic (AADT) flow of 25000 vehicles with 135 heavy vehicles (4100) The site is bound by single story residential premises to the west on Victoria Road The closest residences are located on Victoria Road The site and general residential monitoring locations are presented in Appendix A (Note for privacy reasons the exact residences have not been identified)
2
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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3 Criteria AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) is the principal standard used in South Australia for the measurement and evaluation of human response to vibration The standard also calls up Part 1 of the same series (ISO 2631-11997) for quantifying perception levels with regard to constantsteady (RMS) and peak vibration levels
31 AS ISO 2631-22014 The following is an excerpt from AS ISO 2631-22014 and presents a discussion regarding the subjective response to vibration in buildings in addition to other effects which may be caused by vibration eg re-radiated noise
Experience in many countries has shown that adverse comments regarding building vibration in residential situations may arise from occupants of buildings when the vibration magnitudes are only slightly in excess of perception levels (see ISO 2631-11997 Annex C) In some cases complaints arise due to secondary effects associated with vibration eg reradiated noise (see Annex B) In general satisfactory magnitudes are likely to be related to general expectations and to economic social and other environmental factors They are not determined by factors such as short-term health hazards and working efficiency Indeed in practically all cases the magnitudes are such that fatigue directly induced by the motion is very unlikely
Situations exist where significantly higher vibration magnitudes can be tolerated particularly for temporary disturbances and transient events Examples of this are construction projects Any startle factor can be reduced by a proper programme of public relations which may include announcements such as warning signals andor concerning regularity of occurrence Only in extremely rare cases should it be necessary to consult the criterion ldquohealthrdquo as given in ISO 2631-1 For situations in which vibration occurs over an extended period long-term familiarization may give rise to a change in adverse comment thresholds
32 ISO 2631-11997 As mentioned above AS ISO 2631-22014 recalls ISO 2631-11997 Annex C for perception levels and typical subjective responses which are presented in the following excerpts
C23 Perception levels
Acceptable values of vibration magnitude for comfort in accordance with 82 depend on many factors which vary with each application Therefore a limit is not defined in this part of ISO 2631 The following values give approximate indications of likely reaction various magnitudes of overall vibration total values in public transport
Table 1 Excerpt from ISO 2631-11997
Perception Level (ms2) Subjective Response
lt 0315 Not uncomfortable 0315 ndash 063 A little uncomfortable 05 ndash 10 Fairly uncomfortable 08 ndash 16 Uncomfortable 125 ndash 25 Very uncomfortable gt25 Extremely uncomfortable
3
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
C3 Perception
Fifty per cent of alert fit persons can just detect a Wk weighted vibration with a peak magnitude of 0015 ms2
There is a large variation between individuals in their ability to perceive vibration When the median perception threshold is approximately 0015 ms2 the interquartile range of responses may extend from about 001 ms2 to 002 ms2 peak
The perception threshold decreases slightly with increases in vibration duration up to one seconds and very little with further increases in duration Although the perception threshold does not continue to decrease with increasing duration the sensation produced by vibration at magnitude above threshold may continue to increase
33 Summary Measured vibration levels at the identified residences are to be assessed in accordance with AS ISO 26312 2014 Accordingly measured RMS acceleration should also be assessed against the perception levels presented in Table 1 with the measured peak acceleration levels assessed against the vibration perception levels presented in Annex C3 of ISO 2631-11997 ie interquartile range of 001 ms2 to 002 ms2
4
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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3 Criteria AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) is the principal standard used in South Australia for the measurement and evaluation of human response to vibration The standard also calls up Part 1 of the same series (ISO 2631-11997) for quantifying perception levels with regard to constantsteady (RMS) and peak vibration levels
31 AS ISO 2631-22014 The following is an excerpt from AS ISO 2631-22014 and presents a discussion regarding the subjective response to vibration in buildings in addition to other effects which may be caused by vibration eg re-radiated noise
Experience in many countries has shown that adverse comments regarding building vibration in residential situations may arise from occupants of buildings when the vibration magnitudes are only slightly in excess of perception levels (see ISO 2631-11997 Annex C) In some cases complaints arise due to secondary effects associated with vibration eg reradiated noise (see Annex B) In general satisfactory magnitudes are likely to be related to general expectations and to economic social and other environmental factors They are not determined by factors such as short-term health hazards and working efficiency Indeed in practically all cases the magnitudes are such that fatigue directly induced by the motion is very unlikely
Situations exist where significantly higher vibration magnitudes can be tolerated particularly for temporary disturbances and transient events Examples of this are construction projects Any startle factor can be reduced by a proper programme of public relations which may include announcements such as warning signals andor concerning regularity of occurrence Only in extremely rare cases should it be necessary to consult the criterion ldquohealthrdquo as given in ISO 2631-1 For situations in which vibration occurs over an extended period long-term familiarization may give rise to a change in adverse comment thresholds
32 ISO 2631-11997 As mentioned above AS ISO 2631-22014 recalls ISO 2631-11997 Annex C for perception levels and typical subjective responses which are presented in the following excerpts
C23 Perception levels
Acceptable values of vibration magnitude for comfort in accordance with 82 depend on many factors which vary with each application Therefore a limit is not defined in this part of ISO 2631 The following values give approximate indications of likely reaction various magnitudes of overall vibration total values in public transport
Table 1 Excerpt from ISO 2631-11997
Perception Level (ms2) Subjective Response
lt 0315 Not uncomfortable 0315 ndash 063 A little uncomfortable 05 ndash 10 Fairly uncomfortable 08 ndash 16 Uncomfortable 125 ndash 25 Very uncomfortable gt25 Extremely uncomfortable
3
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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C3 Perception
Fifty per cent of alert fit persons can just detect a Wk weighted vibration with a peak magnitude of 0015 ms2
There is a large variation between individuals in their ability to perceive vibration When the median perception threshold is approximately 0015 ms2 the interquartile range of responses may extend from about 001 ms2 to 002 ms2 peak
The perception threshold decreases slightly with increases in vibration duration up to one seconds and very little with further increases in duration Although the perception threshold does not continue to decrease with increasing duration the sensation produced by vibration at magnitude above threshold may continue to increase
33 Summary Measured vibration levels at the identified residences are to be assessed in accordance with AS ISO 26312 2014 Accordingly measured RMS acceleration should also be assessed against the perception levels presented in Table 1 with the measured peak acceleration levels assessed against the vibration perception levels presented in Annex C3 of ISO 2631-11997 ie interquartile range of 001 ms2 to 002 ms2
4
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
C3 Perception
Fifty per cent of alert fit persons can just detect a Wk weighted vibration with a peak magnitude of 0015 ms2
There is a large variation between individuals in their ability to perceive vibration When the median perception threshold is approximately 0015 ms2 the interquartile range of responses may extend from about 001 ms2 to 002 ms2 peak
The perception threshold decreases slightly with increases in vibration duration up to one seconds and very little with further increases in duration Although the perception threshold does not continue to decrease with increasing duration the sensation produced by vibration at magnitude above threshold may continue to increase
33 Summary Measured vibration levels at the identified residences are to be assessed in accordance with AS ISO 26312 2014 Accordingly measured RMS acceleration should also be assessed against the perception levels presented in Table 1 with the measured peak acceleration levels assessed against the vibration perception levels presented in Annex C3 of ISO 2631-11997 ie interquartile range of 001 ms2 to 002 ms2
4
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
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4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
4 Vibration monitoring Vibration monitoring was carried out at five residences adjacent the Adelaide Brighton Cement facility Monitoring was carried out between 24th October 2016 and 20th November 2016 with monitoring generally undertaken over a period 3 to 4 days at each residence
41 Monitoring Locations Vibration monitoring was carried out at five residential premises located adjacent to the Adelaide Brighton Cement facility Based on the results of the survey questionnaire vibration monitoring was carried out at the general locations shown in Appendix A Note as mentioned earlier six residences were contacted however there was no response from one of the properties after multiple attempts to make contact
42 Instrumentation The vibration monitoring was carried out using a calibrated Svantek 948 analyser with an IMI-Sensors precision tri-axial Industrial accelerometer (model 629A31) The analyser was configured to measure RMS Peak and Peak ndash Peak acceleration levels and to output 13 octave band acceleration levels Both the sound level meter and calibrator carry current calibration certificates from a NATA accredited laboratory Copies of the calibration certificates are available on request We note that the x y and z orthogonal directions are presented as Ch 1 Ch 2 and Ch 3 respectively
43 Procedure At each residence vibration measurements were undertaken in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz) The following was specifically noted
bull The accelerometer was located on the floor at locations to avoid as far as reasonably practicable extraneous measurements caused by localized activity (ie people moving around within the room)
bull The accelerometer was fixed to the measurement surface using beeswax bull The analyser was set up to measure repeatedly over 5 minute periods (with the exception of
Residence 1 which was set to measure over 1 minute periods) 1 minute periods were initially selected in order to obtain high resolution acceleration levels However this short measurement period lead to the internal memory of the analyser reaching capacity after approximately 25 hours All further measurements were carried out at 5 minute intervals
bull Residents were provided with a notebook and pen to keep note of instances of disturbance caused by vibration (presented in Appendix B) We note that only one residence kept a detailed log of events
5
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
5 Results This section presents the discussion on the results and analysis of the vibration monitoring Figures 1 to 18 show the detailed RMS peak and 13 octave band centre acceleration levels and are presented in Appendix C We note that the 13 octave band results represent the period of the highest and lowest recorded RMS acceleration levels
51 Residence 1 It may be seen by reference to Figure 1 that the measured RMS acceleration levels are less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 The attached Figure 2 presents the measured peak vibration levels in addition to the upper and lower interquartile ranges (IQR) for perception ie 002 ms2
and 001 ms2 It may be seen from Figure 2 that during the measurement period the peak acceleration levels were generally above both lower and upper interquartile ranges However as peak acceleration describes the short term intermittent vibration and due to the nature of the monitoring ie unattended we are not able to accurately comment on the source of the vibration Notwithstanding there were periods when peak acceleration levels were below the lower interquartile range and given that all of the plant was operating during the measurement period it is unlikely that high peak acceleration levels are due to the operation of the plant
We note that due to the short integration period ie 1 minute intervals we are only able to present data from between 256 pm on 24 October 2016 and 426 pm on 25 October 2016 (as outlined in Section 43) However as all of the plant was operating during the measurement period we believe this data is representative
The attached Figure 3 and Figure 4 present the linear 13 octave band centre RMS acceleration levels during the lowest and highest periods of measured vibration (corresponding to early morning and late morning respectively) Analysis of both spectrums indicates that there is a residual vibration source with a forcing frequency (the frequency at which the highest vibration levels occur) in the 125 Hz 13 octave band centre However analysis of Figure 4 indicates the presence of an additional vibration source with a forcing frequency in the 315 Hz 13 octave band centre It may be noted that the highest vibration levels were in the vertical direction (z direction - Ch 3) which is as expected
We understand that all of the plant was operational for the majority of the monitoring period Furthermore the occupants of Residence 1 kept a detailed log of subjective observations of instances of possible effects of vibration The following Table 2 presents the comments and corresponding peak acceleration levels measured during the noted period
Table 2 Subjective notes and measured peak vibration levels at Residence 1
Date and time Location Description Measured Peak Acceleration (ms2)
241016 507 pm Kitchen Cabinet shaking infrequently (1-2 secs)
506 pm ndash 0003 507 pm ndash 0023 508 pm ndash 0015
241016 645 pm Backroom Backdoor rattling occasionally (1-2 secs)
644 pm ndash 0006 645 pm ndash 0017 646 pm ndash 0018
6
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Date and time Location Description Measured Peak
Acceleration (ms2)
241016 1108 pm Kitchen Cabinet shaking infrequently (1-2 secs)
1107 pm ndash 0002 1108 pm ndash 0003 1109 pm ndash 0006
241016 1129 pm Front Door Slight shaking noise almost constantly (1-2 secs)
1128 pm ndash 0004 1129 pm ndash 0002 1130 pm ndash 0002
241016 1140 pm Bedroom Window rattling often (3 secs) 1139 pm ndash 0022 1140 pm ndash 0003 1141 pm ndash 0002
251016 1205 am Bedroom and
front door
Loud thundering noise causing window (bedroom) and front door to rattle (Woke me up) Resident believed this to caused by ABC
1204 pm ndash 0002 1205 pm ndash 0002 1206 pm ndash 0002
It maybe seen from Table 2 that the peak vibration levels are above the lower interquartile range at the times of the noted effect in the first two instances ie 507 pm and 645 pm For the remaining instances of noted effects the measured peak vibration levels are significantly less than the lower interquartile perception range As these are singular one off peaks it is likely that the source of the vibration is from vehicle passing on Victoria Road rather than from plant at Adelaide Brighton Cement in which a constant peak profile would be expected In addition to this the measured RMS acceleration levels are well below the ldquoNot uncomfortablerdquo perception level
52 Residence 2 The attached Figure 5 presents the measured peak acceleration levels during the measurement period We are not able to provide overall or 13 octave band centre RMS acceleration levels at this residence due to a memory error on the analyser which corrupted the RMS and 13 octave band data Note due to a number of high measured acceleration levels Figure 5 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 5B Again the highest vibration levels were in the vertical direction (z direction - Ch 3)
It may be noted from Figure 5 that the measured peak acceleration levels were above both lower and upper interquartile perception ranges Analysis of the data from the Adelaide Brighton Cement facility indicates that all of the plant (outlined in Section 2) was operational for the majority of the measurement period including during periods of both high and low (sub lower interquartile range) peak acceleration In this case it is likely that high levels of measured acceleration were due to localised activity such as footfall or similar A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
53 Residence 3 Figure 6 and Figure 7 present the measured RMS and peak acceleration respectively It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 7 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but above the lower interquartile perception range Analysis of Figures 8 to 10 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels indicate that the measured vibration levels have a
7
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
principal forcing frequency in the 125 Hz band with the presence of an additional vibration source in the 40 Hz band
The plant operation data from the Adelaide Brighton Cement facility indicates that all of the plant was operational for the majority of the time Based on the measured overall and spectral acceleration levels it is likely that the source of the measured vibration levels was from vehicles on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
54 Residence 4 The attached Figures 11 and 12 present the measured RMS and peak acceleration respectively Note due to a number of high measured acceleration levels Figure 12 has been scaled down to allow the upper and lower interquartile ranges to be resolved all measured peak acceleration levels are presented in Figure 12B It may be seen by reference to Figure 11 that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3 Analysis of Figure 12 indicates that the measured peak acceleration levels (in the vertical direction) were above both lower and upper interquartile perception It may also be noted from Figure 12 that there were some instances of the measured acceleration in the two orthogonal horizontal (x and y) directions
Analysis of Figures 13 and 14 which present the 13 octave band centre RMS acceleration levels for the periods with the lowest and highest measured vibration levels show that the measured vibration levels have a forcing frequency in the 63 Hz band Furthermore the plant operation data indicates that all of the plant was running for the majority of the measurement period It was also noted that in the instance where the majority of plant was not running ie between 1230 pm and 730 pm on 15 November 2016 that high peak vibration levels were also captured
Based on the above analysis it is likely that the source of the highest peak acceleration levels were from localised activity adjacent to the accelerometer A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
55 Residence 5 The measured overall RMS and peak acceleration levels at Residence 5 are presented in Figure 15 and Figure 16 It may be seen that the measured RMS acceleration levels are significantly less than the ldquoNot uncomfortablerdquo perception level outlined in Section 3
Analysis of Figure 16 indicates that the peak acceleration levels were generally less than the upper interquartile perception range but more the lower interquartile perception range We also note that the highest measured peak acceleration level on 18 November 2016 occurs across all three measurement axes which indicates that the accelerometer was possibly knocked or moved Analysis of the 13 octave band centre measured acceleration levels indicates that the source vibration had a principal forcing frequency in the 125 Hz to 16 Hz bands The plant operating data shows that all of the plant was operating for the majority of the measurement period
Based on the above it is likely that peak acceleration levels were caused by localised activity or from vehicles passing on the adjacent Victoria Road A detailed log was not filled out at this residence and therefore the measured data cannot be correlated
8
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
6 Summary A vibration monitoring survey has been carried out at five residences adjacent to the Adelaide Brighton Cement facility at Birkenhead SA The residences were selected based on the response of the survey questionnaire regarding residences subjective response to existing vibration in the area (detailed in our report A15623RP4)
The vibration monitoring and assessment was conducted in general accordance with AS ISO 26312 2014 Mechanical Vibration and Shock ndash Evaluation of human exposure to whole body vibration Part 2 Vibration in buildings (1 Hz to 80 Hz)
The results of the vibration monitoring indicate that the measured RMS acceleration levels at the selected residences are significantly less than the ldquoNot uncomfortablerdquo perception level The results also indicate that the peak acceleration levels (short intermittent periods of vibration) were generally above both the lower and upper interquartile perception ranges However based on the time histories of the measured peak acceleration levels and the operating times of the plant at the Adelaide Bright Cement facility it is unlikely that the operational plant was a direct cause of the measured peak vibration levels As discussed it is likely that the highest peak acceleration levels were caused due to localised activity close to the accelerometer or due to vehicle movements on the adjacent Victoria Road
9
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix A ndash Site Details
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
LEGEND
Appendix A I~ General Residence Measurement Area RESONATE ACOUSTICS TitleDate 30112016 bull Adelaide Brighton Cement Measurement Revision 0 LocationsCXlL tics Project Number A 15623
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix B ndash Log notes
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
-middot )
bull -bull
shy
I ltJ
I)
----1~ f bull Q
~ J
l
- middot middot
-I)
t
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
Adelaide Brighton Cement Residential Vibration Investigation A15623RP5 Revision 2
wwwresonateacousticscom
Appendix C ndash Results
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
00005
0001
00015
0002
00025
0003
00035
0004
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure1=MeasuredRMS
Residence124October2016=25October2016
Ch10RMS
Ch20RMS
Ch30RMS
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
0005
001
0015
002
0025
003
0035
241016936 2410161424 2410161912 251016000 251016448 251016936 2510161424
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure2ltMeasuredPeak
Residence124October2016lt25October2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure3RMSLinearAcceleraon(13Octave)
Residence1LowVibraonPeriod
251016220251016221241016222241016223241016224241016227241016228241016229241016230241016232241016239241016245
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
00000
00005
00010
00015
00020
00025
00030
00035
00040
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure4RMSLinearAcceleraon(13Octave)
Residence1HighVibraonPeriod
251016110325101611102510161113251016111425101611182510161119251016112125101611222510161125251016112625101611272510161130
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0000
0010
0020
0030
0040
0050
0060
0070
0080
0090
0100
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5=MeasuredPeak
Residence231October2016=4November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0000
2000
4000
6000
8000
10000
12000
14000
16000
31101600031101612001111600011116120021116000211161200311160003111612004111600041116120051116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure5B=MeasuredPeak
Residence231October2016=4November2016
Ch1Peak
Ch2Peak
Ch3Peak
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
00005
0001
00015
0002
00025
0003
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure6=MeasuredRMS
Residence34November2016=8November2016
Ch11RMS
Ch21RMS
Ch31RMS
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
0005
001
0015
002
0025
003
0035
004
0045
411161200 51116000 511161200 61116000 611161200 71116000 711161200 81116000 811161200 91116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure7=MeasuredPeak
Residence34November2016=8November2016
Ch11PeakCh31PeakCh21PeakLowerIQRUpperIQR
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure8RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
511161352
511161357
511161402
511161407
511161412
511161417
511161422
511161427
511161432
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure9RMSAcceleraon(13Octave)
Residence3LowVibraonPeriod
61116257
61116302
61116307
61116312
61116317
61116322
61116327
61116332
61116337
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
00005
0001
00015
0002
00025
0003
00035
0004
00045
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure10RMSAcceleraon(13Octave)
Residence3HighVibraonPeriod
811165578111660781116612811166178111662281116627811166528111665781116702811167328111674781116802
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
0005
001
0015
002
0025
003
0035
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure11=MeasuredRMS
Residence414November2016=17November2016
Ch10RMS
Ch20RMS
Ch30RMS
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12=MeasuredPeak
Residence414November2016=17November2016
Ch10PeakCh20PeakCh30PeakLowerIQRUpperIQR
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
05
1
15
2
25
3
35
4
1411161200 151116000 1511161200 161116000 1611161200 171116000 1711161200 181116000
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure12B=MeasuredPeak
Residence414November2016=17November2016
Ch10Peak
Ch20Peak
Ch30Peak
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure13RMSAcceleraon(13Octave)
Residence4HighVibraonPeriod
1611161803
1611161813
1611161818
1611161823
1611161828
1611161833
1611161838
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
005
01
015
02
025
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure14RMSAcceleraon(13Octave)
Residence4LowVibraonPeriod
151116423
151116428
151116433
151116438
151116443
151116453
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
00005
0001
00015
0002
00025
0003
00035
0004
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure15gtMeasuredRMS
Residence517November2016gt20November2016
Ch11RMS
Ch21RMS
Ch31RMS
Highvibraltonlevelcausedduringset1upofthevibraltonmonitor
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
001
002
003
004
005
006
007
008
009
01
171116000 1711161200 181116000 1811161200 191116000 1911161200 201116000 2011161200
Accelerao
n(m
s2 )
DateandTime
AdelaideBrightonCementFigure16gtMeasuredPeak
Residence517November2016gt20November2016
Ch11PeakCh21PeakCh31PeakLowerIQRUpperIQR
HighvibraDonlevelcausedduringset1upofthevibraDonmonitor
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0
0001
0002
0003
0004
0005
0006
0007
0008
0009
001
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure17RMSAcceleraon(13Octave)
Residence5HighVibraonPeriod
181116702181116707181116712181116717181116722181116727181116732181116742181116747181116752181116757181116847
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
0000
0001
0002
0003
0004
0005
0006
0007
0008
0009
0010
1 10 100
Accelerao
n(m
s2 )
Frequency(Hz)
AdelaideBrightonCementFigure18RMSAcceleraon(13Octave)
Residence5LowVibraonPeriod
191116220219111622221911162227191116223219111622471911162252191116225719111623021911162317191116232219111623271911162357
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