companion Excel spreadsheet HMA toolonlinepubs.trb.org/.../nchrp/docs/NCHRP0… · XLS file · Web view · 2009-11-03S Mpa m-value Continuous Int. Temp. Grade Intermediate Temp

INTRODUCTION TO HMA TOOLSpassword for protection is a single space

Version 6.0November 2009Don ChristensenAdvanced Asphalt Technologies, [email protected]

This spreadsheet has been developed as an aid in performing HMA mix designs, following procedures developed as part of NCHRP Project 9-33: A Mix Design Manual for Hot-Mix Asphalt. HMA Tools is designed to be a comprehensive and flexible aid in performing mix designs, and as a result may contain features that are not needed by many engineers and technicians responsible for developing HMA mix designs. HMA Tools has been designed to be used in conjunction with the HMA Mix Design Manual developed as part of NCHRP Project 9-33. Users may find reviewing pertinent parts of the manual useful in learning hot to use this spreadsheet. Engineers and technicians already using a spreadsheet (or similar tool) as an aid in developing HMA mix designs need not use HMA Tools.

This version--6.1--has been revised significantly earlier versions, through review by many engineers and technicians not directly involved in NCHRP Project 9-33. The Investigators and Project Panel for the project gratefully acknowledge their assistance in developing HMA Tools. Version 6.1 differs from 5.2 in a number of ways. Worksheets "T_283" and "Performance" can now be used to record data for any of up to seven trial batches. There are also now two reports--"Short_Report" gives a one page report on any selected trial batch, and "Complete_Report," which provides a longer report on multiple trial batchers. The aggregate gradation plot in worksheet "Trial_Blends" now uses a 0.45 power scale so that the maximum density gradation plots as a straight line. Several other smaller changes and corrections have been made.

Color Coding

All worksheets have been color coded to help the user recognize key sections. The main area of each worksheet is white. Gray areas contain no data or formulas. Pink areas contain calculations that need not be viewed by the user. Yellow areas in general contain optional information that the user might find useful, but in many cases in non-essential to the mix design process.

Green cells indicate areas where data can be entered by the user. Other cells are protected, to prevent accidental changes by the user. If you wish to modify a worksheet (or correct an error), the password for protection is a single space.

INTRODUCTION TO HMA TOOLSpassword for protection is a single space

Version 6.0November 2009Don ChristensenAdvanced Asphalt Technologies, [email protected]

This spreadsheet has been developed as an aid in performing HMA mix designs, following procedures developed as part of NCHRP Project 9-33: A Mix Design Manual for Hot-Mix Asphalt. HMA Tools is designed to be a comprehensive and flexible aid in performing mix designs, and as a result may contain features that are not needed by many engineers and technicians responsible for developing HMA mix designs. HMA Tools has been designed to be used in conjunction with the HMA Mix Design Manual developed as part of NCHRP Project 9-33. Users may find reviewing pertinent parts of the manual useful in learning hot to use this spreadsheet. Engineers and technicians already using a spreadsheet (or similar tool) as an aid in developing HMA mix designs need not use HMA Tools.

This version--6.1--has been revised significantly earlier versions, through review by many engineers and technicians not directly involved in NCHRP Project 9-33. The Investigators and Project Panel for the project gratefully acknowledge their assistance in developing HMA Tools. Version 6.1 differs from 5.2 in a number of ways. Worksheets "T_283" and "Performance" can now be used to record data for any of up to seven trial batches. There are also now two reports--"Short_Report" gives a one page report on any selected trial batch, and "Complete_Report," which provides a longer report on multiple trial batchers. The aggregate gradation plot in worksheet "Trial_Blends" now uses a 0.45 power scale so that the maximum density gradation plots as a straight line. Several other smaller changes and corrections have been made.

Color Coding

All worksheets have been color coded to help the user recognize key sections. The main area of each worksheet is white. Gray areas contain no data or formulas. Pink areas contain calculations that need not be viewed by the user. Yellow areas in general contain optional information that the user might find useful, but in many cases in non-essential to the mix design process.

Green cells indicate areas where data can be entered by the user. Other cells are protected, to prevent accidental changes by the user. If you wish to modify a worksheet (or correct an error), the password for protection is a single space.

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Worksheets

HMA Tools is designed to be a comprehensive tool for assisting engineers and technicians in developing HMA mix designs, and for this reason, it contains a large number of seperate worksheets corresponding to the many steps in the mix design process. Within the spreadsheet, the worksheets appear from right to left in the order in which they would normally be used in developing a mix design. Each of these worksheets is breifly described below.

Abbreviations--this worksheet lists abbreviations used in HMA Tools along with their meaning.

Specifications--contains specification information for developing mix designs. Specifications are in general very similar to those used in the Superpave system of mix design and analysis, as summarized in AASHTO M 323. One important difference is that the required coarse aggregate fractured faces value for the highest design traffic level has been reduced from 100 % to 98 %.

General--the user enters general information concerning the mix design.

Aggregates--data on aggregate stockpiles are entered in this worksheeet.

RAP_Aggregates--data on RAP Stockpiles are entered here.

Binders--the user enters grading data on up to four binders. Entering data in this worksheet is needed in two situations: (1) the mix design will contain more than 15 % RAP, which means that the binder grade must be adjusted to account for the binder in the RAP; and (2) modulus estimates are desired.

RAP_Binders--grading data on binder recovered from up to four RAP stockpiles is entered. This is not necessary if the RAP content of the mix design will be 15 % or less, since the binder grade is then based only on the virgin binder, unless modulus estimates for the mixture are needed.

Blended_Binders--this worksheet is a stand-alone calculation tool for analyzing binder grades for HMA mixtures containing RAP. It is not necessary to use this worksheet during a mixture design; it is included for the convenience of engineers and technicians who might wish to perform "what if?" analyses for a mixture before starting in on trial mixtures. It can be used, for example, to estimate the proper amount of RAP to include in a mixture given the grade of the new binder added to the mix, and the required final blended binder grade.

RAP_Varaibility--data for calculating standard deviation for RAP gradations and RAP binder content are entered in this worksheet. This data is then used to estimate the maximum RAP content that can be used without exceeding given limits on mixture variability. Use of this worksheet is not required for mix designs, since many agencies have their own policies concerning maximum allowable RAP contents in HMA mix designs.

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Worksheets

Trial_Blends--this is the main worksheet used in proportioning trial mixtures. the user enters aggregate blend information here for up to seven different trial mixtures. Proportions for the resulting trial batches can be printed out using the worksheet Batch. After mixing and compacting, specific gravity measurements are made and entered in Specific_Gravity. Volumetric proportions are then calculated and displayed in worksheet Trial_Blends. In other words, calculations for worksheet Trial_Blends will not be completed until the required specific gravity measurements are made. Two plots are included in this worksheet as visual aids in blending aggregates. Batch--this worksheet can be used to calculate batch weights for any selected trial batch.

Specifc_Gravity--in this worksheet, data on bulk and maximum specific gravity for the trial batches are entered and various calculations involved in volumetric analysis are performed. The results are used in a number of other worksheets.

T_283--this worksheet is used to enter data and perform calculations for AASHTO T-283: Resistance of Compacted HMA to Moisture-Induced Damage.

Performance--this worksheet is used to enter the results of performance testing. It is very flexible to allow a range of tests to be used as part of the mix design process.

Short_Report--this worksheet can be used to print out a short summary report for any selected trial batch.

Complete_Report--this worksheet can be used to print out a long report giving information on all trial batches made in developing a mix design.

Modulus--this worksheet can be used to estimate |G*| values for the binder and |E*| values for any selected mix, at up to five temperatures and six frequencies. In order to provide modulus estimates, binder grading must be entered in worksheet Binders, and if RAP is used, in worksheet RAP_Binders.

Worksheet Help

Each worksheet contains a brief description of how it is used in the mix design process. These should be read prior to entering data in the worksheet and/or interpreting the results of an analysis.

page 2/3

Worksheets

HMA Tools is designed to be a comprehensive tool for assisting engineers and technicians in developing HMA mix designs, and for this reason, it contains a large number of seperate worksheets corresponding to the many steps in the mix design process. Within the spreadsheet, the worksheets appear from right to left in the order in which they would normally be used in developing a mix design. Each of these worksheets is breifly described below.

Abbreviations--this worksheet lists abbreviations used in HMA Tools along with their meaning.

Specifications--contains specification information for developing mix designs. Specifications are in general very similar to those used in the Superpave system of mix design and analysis, as summarized in AASHTO M 323. One important difference is that the required coarse aggregate fractured faces value for the highest design traffic level has been reduced from 100 % to 98 %.

General--the user enters general information concerning the mix design.

Aggregates--data on aggregate stockpiles are entered in this worksheeet.

RAP_Aggregates--data on RAP Stockpiles are entered here.

Binders--the user enters grading data on up to four binders. Entering data in this worksheet is needed in two situations: (1) the mix design will contain more than 15 % RAP, which means that the binder grade must be adjusted to account for the binder in the RAP; and (2) modulus estimates are desired.

RAP_Binders--grading data on binder recovered from up to four RAP stockpiles is entered. This is not necessary if the RAP content of the mix design will be 15 % or less, since the binder grade is then based only on the virgin binder, unless modulus estimates for the mixture are needed.

Blended_Binders--this worksheet is a stand-alone calculation tool for analyzing binder grades for HMA mixtures containing RAP. It is not necessary to use this worksheet during a mixture design; it is included for the convenience of engineers and technicians who might wish to perform "what if?" analyses for a mixture before starting in on trial mixtures. It can be used, for example, to estimate the proper amount of RAP to include in a mixture given the grade of the new binder added to the mix, and the required final blended binder grade.

RAP_Varaibility--data for calculating standard deviation for RAP gradations and RAP binder content are entered in this worksheet. This data is then used to estimate the maximum RAP content that can be used without exceeding given limits on mixture variability. Use of this worksheet is not required for mix designs, since many agencies have their own policies concerning maximum allowable RAP contents in HMA mix designs.

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Worksheets








Worksheet Help


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Worksheets








Worksheet Help


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Worksheets








Worksheet Help


ABBREVIATIONS

AbbreviationAgg.Avg.BBRCCACAFFcmcm^3d2sDia.DTEff.Engr.ESALsFAFAAgGmbGmmGsaGsbGseHt.in.kgLlbm^3Max.MESALsMfg.Min.mmNMASNo.PaPaPbPGRAPRSPSpec. Grav.Std. Dev.T

Tech.Temp.VaVbVbaVbeVFAVMAVol.WWt.

ABBREVIATIONS

MeaningaggregateAverageBending beam rheometerdegrees celsiusCoarse aggregateCoarse aggregate fractured facescentimetercubic centimeterprecision, difference-two standard deviationDiameterDirect tension (asphalt binder direct tension test)EffectiveEngineerEquivalent single axle loadsFine aggregateFine aggregate angularitygramMix bulk specific gravityMix theoretical maximum specific gravityAggregate apparent specific gravityAggregate bulk specific gravityAggregate effective specific gravityHeightinchkilogramLengthpoundcubic meterMaximumMillion equivalent single axle loadsManufacturedMinimummillimeterAggregate nominal maximum aggregate sizeNumberPascalAir void content, volume %Asphalt binder content, % by weightPerformance gradeRecycled asphalt pavement/reclaimed asphatl pavementRAP stockpile Specific GravityStandard DeviationThickness

TechnicianTemperatureVolume of air voidsTotal binder contentAbsorbed binder content by volumeEffective binder content by volumeVoids filled with asphaltVoids in the mineral aggregateVolumeWidthweight

SPECIFICATIONS

Size, mm50.00037.50025.00019.00012.500

9.5004.7502.3601.1800.6000.3000.1500.075

Primary control sieve, mm

FineDense

Coarse

Traffic TrafficMin Max

>= <VMA 0 0.3

0.3 33 10

10 3030 1000

Traffic TrafficMin Max

>= <Aggregate 0 0.3

Specification/Source Properties 0.3 33 10

10 3030 1000

N-design Traffic TrafficMin Max

% Passing on primary control sieve for gradation type:

Help for Worksheet "Specs"

This worksheet contains various specification values used in designing dense graded HMA mixtures. The values are based upon the Superpave system of mix design and analysis, with revisions as proposed as part of NCHRP Project 9-33 as of December 2008. Most of the values in this page normally should not be altered, and so are for the most part protected. The agency may choose to increase VMA requirements, if desired. If such an increase is made, the dust/binder ratio should be maintained at the "standard" level.

The specification limits for the optional aggregate source properties, entered in cells H48:I55 (coarse aggregate) and P48:Q55 (fine aggregate) are user-specified. Abbreviations and units/limits should be placed in the cells above these columns. Note that the units/limits in these cells are refered to by several other worksheets, so it is important to fill in these cells if source properties are used.

>= <0 0.3

0.3 33 10

10 3030 1000

MinDust/Binder Standard 0.8

Low 0.6Level 3 N/A

4.75-mm 0.9

Aggregate Gradation Control Points, Weight % Passing37.50 37.50 25.00 25.00 19.00 19.00 12.50 12.50 9.50

Min Max Min Max Min Max Min Max Min100 100 100 100 100 100 100 100 100

90 100 100 100 100 100 100 100 10015 100 90 100 100 100 100 100 10015 100 19 90 90 100 100 100 10015 100 19 90 23 90 90 100 10015 100 19 90 23 90 28 90 9015 100 19 90 23 90 28 90 3215 41 19 45 23 49 28 58 320 41 1 45 2 49 2 58 20 41 1 45 2 49 2 58 20 41 1 45 2 49 2 58 20 41 1 45 2 49 2 58 20 6 1 7 2 8 2 10 2

9.5 4.75 4.75 2.36 2.36

67 60 67 58 6747 40 47 39 4731 28 32 28 32

11 13 12 14 13 15 14 16 1511 13 12 14 13 15 14 16 1511 13 12 14 13 15 14 16 1511 13 12 14 13 15 14 16 1511 13 12 14 13 15 14 16 15

CAFF/1FF CAFF/2FF CAFF/1FF CAFF/2FF Flat & FAA/UV FAA/UVSurf. Surf. Other Other Elong. Surface Surface

Min Min. Min. Min. % Max. Min. Min.55 0 0 0 0 0 075 0 50 0 10 40 4085 80 60 0 1095 90 80 75 1098 98 98 98 10

N-design1 N-design2Key to Abbreviations

CAFF/1FF/Surf. = coarse aggregate fractured faces, percent of particles with at least one fractured face, surface course or otherwise within 100 mm of surface

CAFF/2FF/Surf. = coarse aggregate fractured faces, percent of particles with at least two fractured faces, surface course or otherwise within 100 mm of surface

CAFF/1FF/Other = coarse aggregate fractured faces, percent of particles with at least one fractured face, uncompacted voids, base/binder course more than 100 mm from surface)

CAFF/2FF/Other = coarse aggregate fractured faces, percent of particles with at least two fractured faces, uncompacted voids, base/binder course more than 100 mm from surface)

CA/Source 1 = coarse aggregate user-specified source property No. 1CA/Source 2 = coarse aggregate user-specified source property No. 2

FAA/UV/Surface = fine aggregate angularity, uncompacted voids, surface course or otherwise within 100 mm of surface

FAA/UV/Other = fine aggregate angularity, uncompacte voids, base/binder course more than 100 mm from surface

FAA/Source 1 = fine aggregate user-specified source property No. 1FAA/Source 2 = fine aggregate user-specified source property No. 2

50 N/A75 N/A

100 N/A100 N/A125 N/A

Max1.61.2N/A2.0

Key to Abbreviations









9.50 4.75 4.75Max Min Max100 100 100100 100 100100 100 100100 100 100100 100 100100 95 100

90 90 10067 30 10067 30 6067 6 6067 6 6067 6 6010 6 12

1.18

604230

17 16 1817 16 1817 16 1817 16 1817 16 18

FAA/UV SandOther Equiv.

Min. % Min.0 400 40

40 454550



















GENERAL INFORMATIONDate (mm/dd/yyyy): 2/17/2009Project: Pilot CourseTech./Engr.: J. DoeNMAS (size in mm): 9.5To be placed within 100 mm of surface (yes/no): YesTraffic Level (million ESALs): 6Dust/Binder ratio (standard/low): standardSpecified Binder PG Grade, PG- 64-22Specified High Temperature PG Grade: 64Specified Low Temperature PG Grade: -22Specified Intermediate Temperature PG Grade: 25Compactor Manufacturer and Model: PineCompactor Angle Calibration Method:

PG 76-22 Binder or Higher (yes/no) noNdesign 100

Minimum VMA: 15.0Maximum VMA: 17.0Midpoint VMA/Suggested Target VMA: 16.0Select Target VMA: 15.0Select Target Air Voids (4.0 % suggested, +/- 0.5 %): 4.0Minimum Dust/Binder Ratio: 0.8Maximum Dust/Binder Ratio: 1.6

Maximum Allowable RAP Content

CA Fractured Faces, One Fractured Face, Min. % 85CA Frctured Faces, Two Fractured Faces, Min. % 80CA Flat & Elongated, 5:1 Ratio, Max. % 10

#N/A

#N/A

FA Angularity, Uncompacted Voids, Min. % 40Sand Equivalent, Min. % 45

#N/A#N/A

Retained onSieve, mm

PassingSieve, mm

Help for Worksheet "General"

This worksheet contains general, summary information for the mix design. Cells D3 through D15, along with cells D23, D24 and D28 should be filled out by the user. The values in most of the other cells are protected; the values are determined by calculation or logic and are not entered by the user. The specification limits given here are dependent upon values entered in various cells at the top of the page and on values in the worksheet "Specifications." However, cells for describing the source properties for coarse aggregate (C33 AND C34) and fine aggregate (C38 and C39) should be filled if if these optional properties are specified. Also, the sieve on which these source properties are determined should be entered in cells E33:E34 (coarse aggregate) and cells E38:E39 (fine aggregate). Only the 2.36, 4.75 or 9.5 mm sieves may be specified.

It is essential to fill in the selected target VMA value in cell D23 and the target air void content in cell D24. Normally, the value as given in cell D20 should be used for the target VMA; this represents the midpoint of the specified VMA range. However, some users may wish to target VMA values closer to the upper or lower limit. The target air void content is normally 4.0 %.

Specifying a "low" dust/binder ratio establishes slightly lower dust/binder ratios than the standard range, which will tend to produce mixes with increased permeability and decreased rut resistance. Therefore, "standard" should be specified, unless limitations in local aggregates make achieving higher dust/binder ratios difficult or impossible.

The maximum allowable RAP content need not be filled out if no RAP is used in the mix design. If RAP is being used, the value entered in cell D28 can be as specified by the local agency, or it can be determined by an analysis of RAP variability as performed using worksheet "RAP_variability (cell B14)." This maximum allowable RAP content is independent of that found on the basis of binder grading--maximum (and minimum) RAP contents based on asphalt binder grading are determined in worksheets "Binders" and "RAP_Binders." The worksheet "RAP_binders can also be used to perform this calculation, but this worksheet is meant as a stand-alone tool, and is not tied in to other worksheets in HMA Tools.

Help for Worksheet "General"

This worksheet contains general, summary information for the mix design. Cells D3 through D15, along with cells D23, D24 and D28 should be filled out by the user. The values in most of the other cells are protected; the values are determined by calculation or logic and are not entered by the user. The specification limits given here are dependent upon values entered in various cells at the top of the page and on values in the worksheet "Specifications." However, cells for describing the source properties for coarse aggregate (C33 AND C34) and fine aggregate (C38 and C39) should be filled if if these optional properties are specified. Also, the sieve on which these source properties are determined should be entered in cells E33:E34 (coarse aggregate) and cells E38:E39 (fine aggregate). Only the 2.36, 4.75 or 9.5 mm sieves may be specified.

It is essential to fill in the selected target VMA value in cell D23 and the target air void content in cell D24. Normally, the value as given in cell D20 should be used for the target VMA; this represents the midpoint of the specified VMA range. However, some users may wish to target VMA values closer to the upper or lower limit. The target air void content is normally 4.0 %.

Specifying a "low" dust/binder ratio establishes slightly lower dust/binder ratios than the standard range, which will tend to produce mixes with increased permeability and decreased rut resistance. Therefore, "standard" should be specified, unless limitations in local aggregates make achieving higher dust/binder ratios difficult or impossible.

The maximum allowable RAP content need not be filled out if no RAP is used in the mix design. If RAP is being used, the value entered in cell D28 can be as specified by the local agency, or it can be determined by an analysis of RAP variability as performed using worksheet "RAP_variability (cell B14)." This maximum allowable RAP content is independent of that found on the basis of binder grading--maximum (and minimum) RAP contents based on asphalt binder grading are determined in worksheets "Binders" and "RAP_Binders." The worksheet "RAP_binders can also be used to perform this calculation, but this worksheet is meant as a stand-alone tool, and is not tied in to other worksheets in HMA Tools.

Target VMASTD Traffic Traffic

Min Max 37.5 25.0>= <

VMA 0 0.3 12.0 13.00.3 3 12.0 13.0

3 10 12.0 13.010 30 12.0 13.030 1000 12.0 13.0

FR Traffic TrafficMin Max 37.5 25.0

>= <VMA 0 0.3 #REF! #REF!

0.3 3 #REF! #REF!3 10 #REF! #REF!

10 30 #REF! #REF!30 1000 #REF! #REF!

STD Traffic TrafficMin Max 37.50 37.50

>= < Min MaxVMA 0 0.3 11 13

0.3 3 11 133 10 11 13

10 30 11 1330 1000 11 13

FR Traffic TrafficMin Max

>= <VMA 0 0.3 #REF! #REF!

0.3 3 #REF! #REF!3 10 #REF! #REF!

10 30 #REF! #REF!30 1000 #REF! #REF!

SelectTraffic Traffic Ndesign Ndesign

Min Max

>= <0 0.3 50 50

0.3 3 75 753 10 100 100

10 30 10030 1000 125

SelectTraffic Traffic CAA/1FF CAA/1FF

Min Max Surf. Surf.>= <

0 0.3 55 550.3 3 75 75

3 10 85 8510 30 9530 1000 98


Min Max Surf. Surf.>= <

0 0.3 0 00.3 3 0 0

3 10 80 8010 30 9030 1000 98


Min Max Other Other>= <

0 0.3 0 00.3 3 50 50

3 10 60 6010 30 8030 1000 98


Min Max Other Other>= <

0 0.3 0 00.3 3 0 0

3 10 0 010 30 7530 1000 98

SelectTraffic Traffic Flat & Flat &

Min Max Elong. Elong.>= <

0 0.3 0 00.3 3 10 10

3 10 10 1010 30 1030 1000 10

OPTIONAL AGGREGATE SOURCE PROPERTIESSelect

Traffic Traffic CA CAMin Max Source 1 Source 1

>= <0 0.3 #N/A #N/A

0.3 3 #N/A #N/A3 10 #N/A #N/A

10 30 #N/A30 1000 #N/A

SelectTraffic Traffic CA Flat &

Min Max Source 2 Source 2>= <

0 0.3 #N/A #N/A0.3 3 #N/A #N/A

3 10 #N/A #N/A10 30 #N/A30 1000 #N/A

Target VMANMAS/

19.0 12.5 9.5 4.75 NMAS Traffic Traffic

14.0 15.0 16.0 17.0 16.0 16.0 16.014.0 15.0 16.0 17.0 16.0 16.014.0 15.0 16.0 17.0 16.0 16.014.0 15.0 16.0 17.0 16.014.0 15.0 16.0 17.0 16.0

NMAS/19.0 12.5 9.5 4.75 NMAS Traffic Traffic

#REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF!

25.00 25.00 19.00 19.00 12.50 12.50 9.50 9.50 4.75Min Max Min Max Min Max Min Max Min

12 14 13 15 14 16 15 17 1612 14 13 15 14 16 15 17 1612 14 13 15 14 16 15 17 1612 14 13 15 14 16 15 17 1612 14 13 15 14 16 15 17 16

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Final SelectNdesign Traffic Traffic FAA/UV FAA/UV

Min Max Surface Surface

>= <100 0 0.3 0 0

0.3 3 40 403 10 0 0

10 30 030 1000 0

Final SelectCAA/1FF Traffic Traffic FAA/UV FAA/UV

Surf. Min Max Other Other>= <

85 0 0.3 0 00.3 3 0 0

3 10 40 4010 30 030 1000 0

Final SelectCAA/2FF Traffic Traffic Sand Sand

Surf. Min Max Equiv. Equiv.>= <

80 0 0.3 40 400.3 3 40 40

3 10 45 4510 30 4530 1000 50

FinalCAA/1FF

Other

60

FinalCAA/2FF

Other

0

FinalFlat &

Elong.

10

OPTIONAL AGGREGATE SOURCE PROPERTIESFinal Select Final

CA Traffic Traffic FA FA FASource 1 Min Max Source 1 Source 1 Source 1

>= <#N/A 0 0.3 #N/A #N/A #N/A

0.3 3 #N/A #N/A3 10 #N/A #N/A

10 30 #N/A30 1000 #N/A

Final Select FinalFlat & Traffic Traffic FA FA FA

Source 2 Min Max Source 2 Source 2 Source 2>= <

#N/A 0 0.3 #N/A #N/A #N/A0.3 3 #N/A #N/A

3 10 #N/A #N/A10 30 #N/A30 1000 #N/A

Min. Max.Min. Max. Min. Max. NMAS/ NMAS

4.75 NMAS NMAS Traffic Traffic Traffic TrafficMax

18 15.0 17.0 15.0 17.0 15.0 17.018 15.0 17.0 15.0 17.018 15.0 17.0 15.0 17.018 15.0 17.018 15.0 17.0

Min. Max.Min. Max. Min. Max. NMAS/ NMAS

NMAS NMAS Traffic Traffic Traffic Traffic

#REF! #REF! #REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF! #REF! #REF!#REF! #REF! #REF!#REF! #REF! #REF!

FinalFAA/UVSurface

40

FinalFAA/UV

Other

40

FinalSand

Equiv.

45

AGGREGATE PROPERTIES Help Appears Below

Aggregate Name/Code Mfg. Sand

Bulk Spec. Grav. 2.607 2.607 2.575 2.597Apparent Spec. Grav. 2.715 2.715 2.718 2.711

Water Absorption 1.53 1.53 2.04 1.62

CAFF, One Fractured Face, % 96.0 96.0CAFF, Two Fractured Faces, % 91.0 93.0

Flat & Elong., % 0.8 0.0

FAA, Uncompacted Voids 48.0 43.0Sand Eq. 58.0 89.0

Size, mm Sieve Analysis, Weight % Passing50.000 100.0 100.0 100.0 100.037.500 100.0 100.0 100.0 100.025.000 100.0 100.0 100.0 100.019.000 100.0 100.0 100.0 100.012.500 93.0 100.0 100.0 100.0

9.500 58.0 100.0 100.0 100.04.750 3.0 32.0 89.0 100.02.360 0.0 3.0 76.0 83.01.180 0.0 0.0 49.0 63.00.600 0.0 0.0 33.0 42.00.300 0.0 0.0 27.0 19.00.150 0.0 0.0 18.0 6.00.075 0.0 0.0 14.0 2.9

Crushed Stone 1

Crushed Stone 1A

Natural Sand

Help for Worksheet "Aggs"

Enter properties for the various aggregates and RAP stockpiles to be used in the mix design on this worksheet. These properties include bulk and apparent specific gravity values, water absorption, specification properties, optional source properties, and particle size distribution/sieve analysis.

Data for RAP aggregates and other properties of RAP stockpiles are entered in worksheet "RAP_Aggregates." The values in columns K through N in this worksheet are copied over from "RAP_Aggregates" once it is filled out.

It is important to completely fill out needed data in this worksheet, since the values are used in many other placed in HMA_Tools.





Help Appears Below Data Below Entered on Worksheet RAP_Aggregates

RSP No. 18 #N/A #N/A #N/A

2.576 #N/A #N/A #N/A2.635 #N/A #N/A #N/A0.863 #N/A #N/A #N/A

100.0 #N/A #N/A #N/A95.0 #N/A #N/A #N/A

1.5 #N/A #N/A #N/A#N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A

44.2 #N/A #N/A #N/A

#N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A

Sieve Analysis, Weight % Passing100.0 #N/A #N/A #N/A100.0 #N/A #N/A #N/A100.0 #N/A #N/A #N/A

99.7 #N/A #N/A #N/A97.5 #N/A #N/A #N/A93.6 #N/A #N/A #N/A71.9 #N/A #N/A #N/A54.4 #N/A #N/A #N/A48.7 #N/A #N/A #N/A34.4 #N/A #N/A #N/A18.6 #N/A #N/A #N/A14.0 #N/A #N/A #N/A10.2 #N/A #N/A #N/A









Crushed Stone 1 Crushed Stone 1A Mfg. Sand Natural Sand #N/A #N/A

2.607 2.607 2.575 2.597 0.000 0.0002.715 2.715 2.718 2.711 0.000 0.0001.526 1.526 2.043 1.619

96.0 96.0 0.0 0.0 0.0 0.091.0 93.0 0.0 0.0 0.0 0.00.8 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 48.0 43.0 0.0 0.00.0 0.0 58.0 89.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0

100.0 100.0 100.0 100.0 0.0 0.0100.0 100.0 100.0 100.0 0.0 0.0100.0 100.0 100.0 100.0 0.0 0.0100.0 100.0 100.0 100.0 0.0 0.0

93.0 100.0 100.0 100.0 0.0 0.058.0 100.0 100.0 100.0 0.0 0.03.0 32.0 89.0 100.0 0.0 0.00.0 3.0 76.0 83.0 0.0 0.00.0 0.0 49.0 63.0 0.0 0.00.0 0.0 33.0 42.0 0.0 0.00.0 0.0 27.0 19.0 0.0 0.00.0 0.0 18.0 6.0 0.0 0.00.0 0.0 14.0 2.9 0.0 0.0

#N/A #N/A RSP No. 18 #N/A #N/A #N/A

0.000 0.000 2.576 0.000 0.000 0.0000.000 0.000 2.635 0.000 0.000 0.000

0.863 0.000 0.000 0.000

0.0 0.0 100.0 0.0 0.0 0.00.0 0.0 95.0 0.0 0.0 0.00.0 0.0 1.5 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 44.2 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 100.0 0.0 0.0 0.00.0 0.0 100.0 0.0 0.0 0.00.0 0.0 100.0 0.0 0.0 0.00.0 0.0 99.7 0.0 0.0 0.00.0 0.0 97.5 0.0 0.0 0.00.0 0.0 93.6 0.0 0.0 0.00.0 0.0 71.9 0.0 0.0 0.00.0 0.0 54.4 0.0 0.0 0.00.0 0.0 48.7 0.0 0.0 0.00.0 0.0 34.4 0.0 0.0 0.00.0 0.0 18.6 0.0 0.0 0.00.0 0.0 14.0 0.0 0.0 0.00.0 0.0 10.2 0.0 0.0 0.0

Passing Retained Agg. 1 Agg. 2 Agg. 3 Agg. 4 Agg. 550.000 37.500 0.0 0.0 0.0 0.0 0.037.500 25.000 0.0 0.0 0.0 0.0 0.025.000 19.000 0.0 0.0 0.0 0.0 0.019.000 12.500 7.0 0.0 0.0 0.0 0.012.500 9.500 35.0 0.0 0.0 0.0 0.0

9.500 4.750 55.0 68.0 11.0 0.0 0.04.750 2.360 3.0 29.0 13.0 17.0 0.0

2.360 1.180 0.0 3.0 27.0 20.0 0.01.180 0.600 0.0 0.0 16.0 21.0 0.00.600 0.300 0.0 0.0 6.0 23.0 0.00.300 0.150 0.0 0.0 9.0 13.0 0.00.150 0.075 0.0 0.0 4.0 3.1 0.00.075 0.000 0.0 0.0 14.0 2.9 0.0

Agg. 6 Agg. 7 Agg. 8 RAP 1 RAP 2 RAP 3 RAP 40.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.3 0.0 0.0 0.00.0 0.0 0.0 2.2 0.0 0.0 0.00.0 0.0 0.0 4.0 0.0 0.0 0.00.0 0.0 0.0 21.6 0.0 0.0 0.00.0 0.0 0.0 17.5 0.0 0.0 0.0

0.0 0.0 0.0 5.8 0.0 0.0 0.00.0 0.0 0.0 14.3 0.0 0.0 0.00.0 0.0 0.0 15.7 0.0 0.0 0.00.0 0.0 0.0 4.6 0.0 0.0 0.00.0 0.0 0.0 3.8 0.0 0.0 0.00.0 0.0 0.0 10.2 0.0 0.0 0.0

RAP AggregatesRAP 1 RAP 2

Description: RSP No. 18

Binder Content, Wt. % 5.20Binder Specific Gravity 1.030

Maximum Theoretical Specifif GravityEstimated Binder Absorption, Wt. %

Measured Fine Aggregate Bulk Specific Gravity 2.525Measured Coarse Aggregate Bulk Specific Gravity 2.640

Measured Fine Aggregate Apparent Specific Gravity 2.587Measured Coarse Aggregate Apparent Specific Gravity 2.694

RAP Aggregate Average Bulk Specific Gravity 2.576 #N/ARAP Aggregate Average Apparent Specific Gravity 2.635 #N/ARAP Aggregate Average Effective Specific Gravity #N/A #N/A

RAP Water Absorption 0.86 #N/A

CAFF, One Fractured Face, % 100.0CAFF, Two Fractured Faces, % 95.0

Flat & Elong., % 1.5

FAA, Uncompacted Voids 44.2Sand Eq. #N/A #N/A

Size, mm Sieve Analysis, Weight % Passing50.000 100.037.500 100.025.000 100.019.000 99.712.500 97.5

9.500 93.64.750 71.92.360 54.41.180 48.70.600 34.40.300 18.60.150 14.00.075 10.2

RAP 3 RAP4

#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A

#N/A #N/A

Sieve Analysis, Weight % Passing

RAP 1

RSP No. 18

#DIV/0!#DIV/0!

100.095.01.50.00.0

44.2#N/A

0.00.0

100.0100.0100.0

99.797.593.671.954.448.734.418.614.010.2

Help for Worksheet "RAP Aggregates"

Enter properties for the various RAP stockpiles to be used in the mix design on this worksheet. These properties include bulk and apparent specific gravity values, water absorption, specification properties, optional source properties, and particle size distribution/sieve analysis.

Data for up to four RAP stockpiles are entered in columns C through F. If measured aggregate specific gravity values are unavailable or incomplete, aggregate specific gravities are estimated from binder content, binder specific gravity, maximum theoretical specific gravity and estimated binder absoprtion.

Data from this spreadsheet is automatically copied into worksheet "Aggregates" in columns K through N.

RAP 2 RAP 3 RAP 4

#N/A #N/A #N/A

#DIV/0! #DIV/0! #DIV/0!####DIV/0! #DIV/0! #DIV/0!###

0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0

0.0 0.0 0.0#N/A #N/A #N/A

0.0 0.0 0.00.0 0.0 0.0

Passing Retained RAP 1 RAP 20.0 0.0 0.0 50.000 37.500 0.0 0.00.0 0.0 0.0 37.500 25.000 0.0 0.00.0 0.0 0.0 25.000 19.000 0.3 0.00.0 0.0 0.0 19.000 12.500 2.2 0.00.0 0.0 0.0 12.500 9.500 4.0 0.00.0 0.0 0.0 9.500 4.750 21.6 0.00.0 0.0 0.0 4.750 2.360 17.5 0.00.0 0.0 0.00.0 0.0 0.0 2.360 1.180 5.8 0.00.0 0.0 0.0 1.180 0.600 14.3 0.00.0 0.0 0.0 0.600 0.300 15.7 0.00.0 0.0 0.0 0.300 0.150 4.6 0.00.0 0.0 0.0 0.150 0.075 3.8 0.0

0.075 0.000 10.2 0.0

RAP 3 RAP 40.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0

0.0 0.00.0 0.00.0 0.00.0 0.00.0 0.0

0.0 0.0

BINDERS

Grade: PG 58-28Producer/Description: Jupiter Materials

Specific Gravity 1.024

Unaged Binder Temp. |G*|/sin deltaC kPa

High Temperature Grading 58 1.1664 0.55

RTFOT Residue Temp. |G*|/sin deltaC kPa


Continuous High Temp. Grade, C: 59.0High Temperature Grade: 58

PAV Residue Temp. |G*| x sin deltaC kPa

Intermediate Temperature Grading 13 4,99016 3,64219 2,635

Continuous Intermediate Temp. Grade, C: 13.0Intermediate Temperature Grade: 13

Temp. SC Mpa

Low Temp. Grading, BBR -18 216-24 548

Continuous Critical Temp./Stiffness, C: -20.1 0.0Continuous Critical Temp./m-value, C: -22.4 0.0

BBR Continuous Low Temp. Grade, C: -20.1 0.0

BBR Low Temperature Grade: -28

Strain atTemp. Failure

C %Low Temp. Grading, Direct Tension (optional):

DT Continuous Critical Temp. C: #N/A

DT Low Temperature Grade: #N/A

Continuous Critical Temp., BBR and DT, C: -20.1Low Temperature Grade, BBR and DT, C: -28

Low Temp. Grade from Intermediate Temp. Grade: -40

Final Low Temperature Grade: -28

Final Binder PG Grade: PG 58-(13)-28

Continuous High Temperature Grade, C: 59.0Continuous Intermediate Temperature Grade, C: 13.0

Continous Low Temperature Grade, C: -30.1

Help for Worksheet "Binder"

Data for up to four binders can be entered in this worksheet. Enter the binder specific gravity value in cells D7, H7, L7 and P7. If the value is unknown, use the default value of 1.030.

Binder grading test data is entered in various green cells in the spreadsheet as indicated. Binder grading data is only needed in two situations: (1) when more than 15 % RAP is used, and an estimate of the resulting blended binder PG grade is needed; or (2) when estimates of mixture |E*| values (or binder |G*| values) are needed. Binder low temperature grading can be done using either BBR data or optional direct tension data. If both are entered, final grading will be based on the lowest of these two procedures. NOTE THAT IF MIXTURE |E*| ESTIMATES ARE NEEDED, BBR GRADING DATA MUST BE ENTERED. |E*| ESTIMATES CANNOT BE PERFORMED USING DIRECT TENSION GRADING INFORMATION.

I

help appears below

PG 58-28 PG 64-22Jupiter Materials Jupiter Materials

1.026 1.030

Temp. |G*|/sin delta Temp. |G*|/sin deltaC kPa C kPa

64 1.5470 0.76


64 3.4670 1.62

67.6 #VALUE!64 #VALUE!

Temp. |G*| x sin delta Temp. |G*| x sin deltaC kPa C kPa

19 7,18322 4,81925 3,145

21.7 #N/A22 #N/A

m-value Temp. |G*| Sin delta Temp. |G*| Sin deltaC kPa deg C kPa deg

0.373 -12 214 0.3590.278 -18 507 0.275

-14.3 #N/A-16.0 #N/A

-14.3 #N/A

-22 #N/A

Strain at Strain atTemp. Failure Temp. Failure

C % C %

#N/A #N/A

#N/A #N/A

-14.3 #N/A-22 #N/A-28 #N/A

-22 #N/A

PG 64-(22)-22 #VALUE!

67.6 #VALUE!21.7 #N/A

-24.3 #N/A


Data for up to four binders can be entered in this worksheet. Enter the binder specific gravity value in cells D7, H7, L7 and P7. If the value is unknown, use the default value of 1.030.

Binder grading test data is entered in various green cells in the spreadsheet as indicated. Binder grading data is only needed in two situations: (1) when more than 15 % RAP is used, and an estimate of the resulting blended binder PG grade is needed; or (2) when estimates of mixture |E*| values (or binder |G*| values) are needed. Binder low temperature grading can be done using either BBR data or optional direct tension data. If both are entered, final grading will be based on the lowest of these two procedures. NOTE THAT IF MIXTURE |E*| ESTIMATES ARE NEEDED, BBR GRADING DATA MUST BE ENTERED. |E*| ESTIMATES CANNOT BE PERFORMED USING DIRECT TENSION GRADING INFORMATION.

I

1.030

Temp. |G*|/sin deltaC kPa


#VALUE!#VALUE!

Temp. |G*| x sin deltaC kPa

#N/A#N/A

Temp. |G*| Sin deltaC kPa deg

#N/A Continuous Low Temp. Grade/Stiffness:#N/A

#N/A

#N/A


C %

Continuous Low Temp. Grade/m-value:

#N/A Overall Continuous Low Temp. Grade:

#N/A

#N/A#N/A#N/A

#N/A

#VALUE!

#VALUE!#N/A#N/A

Unaged Binder Binder 1 Binder 2

Temp Diff TempC kPa C

58 0.16 999.00 999.00 0.0637 6464 0.45 0.45 999.00 -0.2596 70

0 00 0

Slope Int Con. Grd. Slope-0.0539 3.1894 59.2 -0.0511

RTFOT Residue Temp Diff TempC kPa C

58 1.50 1.50 999.00 0.3976 6464 0.16 999.00 999.00 0.0641 70

0 00 0

Slope Int Con. Grd. Slope-0.0556 3.6215 59.0 -0.0549

Overall Cont. High Temp. Grade 59.0 67.6High Temp. Grade 58 64

Intermediate Temp Grade Temp Diff TempRTFOT + PAV Residue C kPa C

13 10 99,999 99,999 3.6981 1916 1,358 1,358 99,999 3.5613 2219 2,365 2,365 2,365 25

0 0Slope Int Con. Grd. Slope

-0.0456 4.2907 13.0 -0.0618

Continuous Int. Temp. Grade 13.0 21.7Intermediate Temp. Grade 13 22

BBR Low Temp. Grade (Stiffness) Temp Diff TempRTFOT + PAV Residue C kPa C

-18 84 99,999 99,999 2.3345 -12-24 248 248 99,999 2.7388 -18

0 00 0

Slope Int Con. Grd. Slope-0.0674 1.1215 -20.1 -0.0624

Continuous Low Temp. Grade/Stiffness: -20.1 -14.3

BBR Low Temp. Grade (m-value) Temp Diff TempRTFOT + PAV Residue C kPa C

-18 0.073 0.073 999.000 -0.4283 -12-24 0.022 999.000 999.000 -0.5560 -18

0 00 0

Slope Int Con. Grd. Slope0.0213 -0.0453 -22.4 0.0193

Continuous Low Temp. Grade/m-value: -22.4 -16.0

Overall Continuous Low Temp. Grade: -20.1 -14.3Overall Low Temperature Grade: -28 -22

DT Low Temp. Grade (m-value) Temp Diff TempRTFOT + PAV Residue C kPa C

0 00 00 0

0 0Slope Int Con. Grd. Slope

#VALUE! ### #VALUE! #VALUE!

Continuous Low Temp. Grade/DT: #VALUE! #VALUE!Overall Low Temperature Grade, DT: #VALUE! #VALUE!

Binder 3

Diff Temp DiffkPa C kPa0.54 0.54 999.00 0.1875 00.24 999.00 999.00 -0.1192 0

00

Int Con. Grd. Slope Int Con. Grd.3.4591 67.7 #VALUE! #VALUE! #VALUE!

Diff Temp DiffkPa C kPa2.46 2.46 999.00 0.5391 00.62 999.00 999.00 0.2095 0

00


#VALUE!#VALUE!

Diff Temp DiffkPa C kPa

2,183 2,183 2,183 0181 99,999 99,999 3.6830 0

1,855 1,855 99,999 3.4976 00


#VALUE!#VALUE!


86 99,999 99,999 2.3304 0207 207 99,999 2.7050 0

00

Int Con. Grd. Slope Int Con. Grd.1.5812 -14.3 #VALUE! #VALUE! #VALUE!

#VALUE!


0.059 0.059 999.000 -0.4449 00.025 999.000 999.000 -0.5607 0

00

Int Con. Grd. Slope Int Con. Grd.-0.2134 -16.0 #VALUE! #VALUE! #VALUE!

#VALUE!

#VALUE!#VALUE!


000

0Int Con. Grd. Slope Int Con. Grd.

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE!#VALUE!

Binder 4

Temp DiffC kPa0000

Slope Int Con. Grd.#VALUE! #VALUE! #VALUE!

Temp DiffC kPa0000


#VALUE!#VALUE!

Temp DiffC kPa0000


#VALUE!#VALUE!

Temp DiffC kPa0000


#VALUE!

Temp DiffC kPa0000


#VALUE!

#VALUE!#VALUE!

Temp DiffC kPa000

0Slope Int Con. Grd.

#VALUE! #VALUE! #VALUE!

#VALUE!#VALUE!

RAP BINDERSRap Binder 1

Specific Gravity 1.030

Unaged Binder Temp. |G*|/sin deltaC kPa


RTFOT Residue Temp. |G*|/sin deltaC kPa


Continuous High Temp. Grade, C: 81.4High Temperature Grade: 76


Intermediate Temperature Grading 25 6,35928 4,713

Continuous Intermediate Temp. Grade, C: 27.4Intermediate Temperature Grade: 28

Temp. SC Mpa

Low Temp. Grading, BBR -6 175-12 423

Continuous Critical Temp./Stiffness, C: -9.7Continuous Critical Temp./m-value, C: -11.8

BBR Continuous Low Temp. Grade, C: -9.7

BBR Low Temperature Grade: -16


C %Low Temp. Grading, Direct Tension (optional):

DT Continuous Critical Temp. C: #N/A

DT Low Temperature Grade: #N/A

Continuous Critical Temp., BBR and DT, C: -9.7Low Temperature Grade, BBR and DT, C: -16

Low Temp. Grade from Intermediate Temp. Grade: -28

Final Low Temperature Grade: -16

Final Binder PG Grade: PG 76-(28)-16

Continuous Critical High Temperature, C: 81.4Continuous Critical Intermediate Temperature, C: 27.4

Continous Critical Low Temperature, C: -19.7


Data for properties of up to four binders recovered from RAP stockpiles can be entered in this worksheet. Enter the binder specific gravity value in cells D7, H7, L7 and P7. If the value is unknown, use the default value of 1.030.

Binder grading test data is entered in various green cells in the spreadsheet as indicated. Binder grading data is only needed in two situations: (1) when high percentages of RAP are used (typically greater than 15 %) and an estimate of the resulting blended binder PG grade is needed; or (2) when estimates of mixture modulus (|E*|) values are needed. Binder low temperature grading can be done using either BBR data or optional direct tension data. If both are entered, final grading will be based on the lowest of these two procedures. NOTE THAT IF MIXTURE |E*| ESTIMATES ARE NEEDED, BBR GRADING DATA MUST BE ENTERED. MIXTURE MODULUS ESTIMATES CANNOT BE PROVIDED BASED ON DIRECT TENSION GRADING.

I

Help appears below

Rap Binder 1 Rap Binder 2 Rap Binder 3

1.030 1.030



#VALUE! #VALUE!#VALUE! #VALUE!

Temp. |G*| x sin delta Temp. |G*| x sin deltaC kPa C kPa

#N/A #N/A#N/A #N/A

m-value Temp. |G*| Sin delta Temp. |G*| Sin deltaC kPa deg C kPa deg

0.3350.299

#N/A #N/A#N/A #N/A

#N/A #N/A

#N/A #N/A

Strain at Strain atTemp. Failure Temp. Failure

C % C %

#N/A #N/A

#N/A #N/A

#N/A #N/A#N/A #N/A#N/A #N/A

#N/A #N/A

#VALUE! #VALUE!

#VALUE! #VALUE!#N/A #N/A#N/A #N/A


Data for properties of up to four binders recovered from RAP stockpiles can be entered in this worksheet. Enter the binder specific gravity value in cells D7, H7, L7 and P7. If the value is unknown, use the default value of 1.030.

Binder grading test data is entered in various green cells in the spreadsheet as indicated. Binder grading data is only needed in two situations: (1) when high percentages of RAP are used (typically greater than 15 %) and an estimate of the resulting blended binder PG grade is needed; or (2) when estimates of mixture modulus (|E*|) values are needed. Binder low temperature grading can be done using either BBR data or optional direct tension data. If both are entered, final grading will be based on the lowest of these two procedures. NOTE THAT IF MIXTURE |E*| ESTIMATES ARE NEEDED, BBR GRADING DATA MUST BE ENTERED. MIXTURE MODULUS ESTIMATES CANNOT BE PROVIDED BASED ON DIRECT TENSION GRADING.

I

Rap Binder 4

1.030



#VALUE!#VALUE!


#N/A#N/A

Temp. |G*| Sin deltaC kPa deg

#N/A#N/A Continuous Low Temp. Grade/Stiffness:

#N/A

#N/A


C %

Continuous Low Temp. Grade/m-value:#N/A

Overall Continuous Low Temp. Grade:#N/A

#N/A#N/A#N/A

#N/A

#VALUE!

#VALUE!#N/A#N/A

Unaged Binder Binder 1 Binder 2

Temp Diff TempC kPa C

76 0.81 0.81 999.00 0.2577 082 0.06 999.00 999.00 -0.0269 0

0 00 0

Slope Int Con. Grd. Slope-0.0474 3.8620 81.4 #VALUE!

RTFOT Residue Temp Diff TempC kPa C

76 3.21 3.21 999.00 0.6243 082 1.12 999.00 999.00 0.3263 0

0 00 0


Overall Cont. High Temp. Grade 81.4 #VALUE!High Temp. Grade 76 #VALUE!

Intermediate Temp Grade Temp Diff TempRTFOT + PAV Residue C kPa C

25 1,359 1,359 99,999 3.8034 028 287 99,999 99,999 3.6733 0

0 00 0


Continuous Int. Temp. Grade 27.4 #VALUE!Intermediate Temp. Grade 28 #VALUE!

BBR Low Temp. Grade (Stiffness) Temp Diff TempRTFOT + PAV Residue C kPa C

-6 125 125 99,999 2.2430 0-12 123 99,999 99,999 2.6263 0

0 00 0

Slope Int Con. Grd. Slope-0.0639 1.8597 -9.7 #VALUE!

Continuous Low Temp. Grade/Stiffness: -9.7 #VALUE!

BBR Low Temp. Grade (m-value) Temp Diff TempRTFOT + PAV Residue C kPa C

-6 0.035 0.035 999.000 -0.4750 0-12 0.001 999.000 999.000 -0.5243 0

0 00 0

Slope Int Con. Grd. Slope0.0082 -0.4256 -11.8 #VALUE!

Continuous Low Temp. Grade/m-value: -11.8 #VALUE!

Overall Continuous Low Temp. Grade: -9.7 #VALUE!Overall Low Temperature Grade: -16 #VALUE!

DT Low Temp. Grade (m-value) Temp Diff TempRTFOT + PAV Residue C kPa C

0 00 0

0 00 0

Slope Int Con. Grd. Slope#VALUE! ### #VALUE! #VALUE!

Continuous Low Temp. Grade/DT: #VALUE! #VALUE!Overall Low Temperature Grade, DT: #VALUE! #VALUE!

Binder 3


0000

Int Con. Grd. Slope Int Con. Grd.#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!


0000


#VALUE!#VALUE!


0000


#VALUE!#VALUE!


0000


#VALUE!


0000


#VALUE!

#VALUE!#VALUE!


00

00


#VALUE!#VALUE!

Binder 4

Temp DiffC kPa0000


Temp DiffC kPa0000


#VALUE!#VALUE!

Temp DiffC kPa0000


#VALUE!#VALUE!

Temp DiffC kPa0000


#VALUE!

Temp DiffC kPa0000


#VALUE!

#VALUE!#VALUE!

Temp DiffC kPa00

00


#VALUE!#VALUE!

BLENDED BINDERS CALCULATION TOOL

INFORMATION ON RAP STOCKPILES, RAP BINDERS AND MIX DESIGN

Specified Binder PG Grade, PG-Specified High Temperature PG Grade:Specified Intermediate Temperature PG Grade:Specified Low Temperature PG Grade:Critical Low Temperature

Estimated Total Binder Content, Wt. %Estimated Binder Absorption, Wt. %Estimated Effective Binder Content, Wt. %

RAP Blend CompositionRAP Stockpile 1, % in RAP BlendRAP Stockpile 2, % in RAP BlendRAP Stockpile 3, % in RAP BlendRAP Stockpile 4, % in RAP Blend

RAP Binder ContentRAP Stockpile 1RAP Stockpile 2RAP Stockpile 3RAP Stockpile 4RAP BLEND

RAP Binder Grading InformationRAP Stockpile 1RAP Stockpile 2RAP Stockpile 3RAP Stockpile 4

RAP Blended Binder Continuous GradingHigh Critical Temperature, CIntermediate Critical Temperature, CLow Critical Temperature, C

RAP CONTENT GIVEN NEW BINDER GRADE

New Binder GradeCritical High Temperature, C:Critical Intermediate Temperature:

Critical Low Temperature for New Binder:

Minimum RAP Binder Proportion to Meet Grade Requirements, Wt. % of Total Binder:Maximum RAP Binder Proportion to Meet Grade Requirements, Wt. % of Total Binder:

Min. RAP Binder Prop. to Meet Grade (10 % Min. RAP Content), Wt. % of Total Binder:Max. RAP Binder Prop. to Meet Grade (50 % Max. RAP Content), Wt. % of Total Binder:

Min. RAP Binder Content to Meet Grade Requirements, Wt. % of Total Mix:Max. RAP Binder Content to Meet Grade Requirements, Wt. % of Total Mix:

Min. RAP Binder Content to Meet Grade (10 % Min. RAP Content), Wt. % of Total Mix:Max. RAP Binder Content to Meet Grade (50 % Max.RAP Content), Wt. % of Total Mix:

Minimum RAP Content to Meet Grade Requirements, Wt. % RAP Agg. in Total Agg.:Maximum RAP Content to Meet Grade Requirements, Wt. % RAP Agg. In Total Agg.:

Min. RAP Content to Meet Grade (10 % Min. RAP Content), Wt. % RAP Agg. In Total Agg.:Max. RAP Content to Meet Grade (50 % Max. RAP Content), Wt. % RAP Agg. In Total Agg.:

REQUIRED BINDER GRADE FOR GIVEN RAP CONTENT

RAP Content as % of Aggregate Stockpile (between 10 % and 50 %):

RAP Binder Content, % Total Mix Weight:New Binder Content, % Total Mix Weight:Proportion of Binder from RAP, Wt. %:

High Critical Temperature for New Binder, C:Intermediate Critical Temperature for New Binder, C:Low Critical Temperature for New Binder, C:

Required New Binder Grade, PG :

Help Appears Below

Binder Requirementsfrom Worksheet "General"

64-22 PG Grade: 64-2264 High Temp. Grade: 6425 Intermediate Temp. Grade: 25

-22 Low Temp. Grade: -22-12 Critical Low Temperature: -12

5.950.705.25

100

Asphalt Binder Contentfrom Worksheet

"RAP_Aggregates:"Total Absorbed Effective Total Absorbed

5.20 0.00 5.20 5.200.000.000.00

5.20 0.00 5.20RAP Binder Grading InformationFrom worksheet "RAP_Binders"

High Tc Int. Tc Low Tc High Tc Int. Tc Low Tc Log Tc81.4 27.4 -9.7 81.4 27.4 -19.7 -9.7

#VALUE! #N/A #N/A #N/A#VALUE! #N/A #N/A #N/A#VALUE! #N/A #N/A #N/A

#VALUE!#VALUE!#VALUE!

Description: piter Materials piter Materials 0 0PG 58-28 PG Grade: PG 58-28 PG 64-22 0 0

59 High Temp. Grade: 59.0 67.6 #VALUE! #VALUE!13 Intermediate Temp. Grade: 13.0 21.7 #N/A #N/A

Low Temp. Grade: -30.1 -24.3 #N/A #N/A-20.1 Critical low Temp.: -20.1 -14.3 #N/A #N/A

#VALUE!#VALUE!

#VALUE!#VALUE!

#VALUE!#VALUE!

#VALUE!#VALUE!

#VALUE!#VALUE!

#VALUE!#VALUE!

40

3.952.0033.6

#VALUE!#VALUE!#VALUE!

#VALUE!

Help for Worksheet "Blended_Binders"

This worksheet can be used to solve two different types of problems involving RAP and asphalt binder grading:

(1) It can be used to determine the minimum and maximum RAP contents required to obtain a specified blended binder grade given a new binder grade.

(2) it can be used to determine the required new binder grade given the amount of RAP to be included in the mix design.

HMA Tools automatically performs calculations related to RAP contents and blended binder grades when the proper worksheets are filled out--it is not necessary to use the worksheet "Blended_Binders" when doing a mix design. This worksheet is intended as a stand-alone tool in performing preliminary analyses of RAP mix designs, without having to completely enter data in other worksheets. In fact, worksheet "Blended_Binders" can be used to solve problems totally unrelated to data entered in other worksheets. However, problems related to the data already entered into HMA tools can also be addressed--useful information from other worksheets appears in yellow shaded cells to the left of green input cells for the convenience of the user. The data in these yellow cells can be examined and appropriate values then entered in the input ranges in worksheet "Blended_Binders" as needed. Again, analyses performed on this worksheet will not affect data or calculations any where else within HMA Tools--this is a stand-alone worksheet for solving problems related to blended binder grades of HMA mixes containing RAP.

Binder grade requirements (for the final blended binder) are entered in cells C5:C8. The yellow shaded cells to the right provide information on binder grades already entered in worksheet "Binders." Estimated binder content and absorption for the mix design are entered in cells C11:C12. The RAP blend percentages (% by weight of up to four different RAP stockpiles) are entered in cells C16:C19. The total binder content and absorption for these four RAP stockpiles are entered in cells C22:D25. For reference, binder information for any RAP materials entered in worksheet "RAP_Aggregates" appear in the yellow shaded area to the right of these cells.

RAP binder grading information is entered in cells C30:E33. Data from RAP binders entered in worksheet "RAP_Binders" appears to the right in the yellow shaded cells. Continuous grading information for the binder in the RAP blend appears in cells C36:C38.

For the type of problem where the allowable range in RAP content needs to be determined for a given new binder PG grade, the grading information for the new binder is entered in cells C43:C45 and C47. The absolute minimum and maximum RAP contents required to meet the stated grade requirements are given in cells C61 and C62. However, HMA Tools assumes that a minimum RAP content of 15 % can be used regardless of binder grading requirements,and that a RAP content of 50 % should never be exceeded. Therefore, the final recommended range in RAP content--considering the 15 % minimum and 50 % maximum values--appear in cells C64 and C65, respectively.

For the second type of problems, where the required new binder PG grade is determined given a certain percentage of RAP, the RAP content (in weight %) is entered in cell C70. The required PG grade for the new binder appears in cell C80. As in many other places in HMA Tools, the PG grade included the required intermediate temperature grade in paratheses, in between the high and low temperature gardes. NOTE--the required grade given in cell C80 represents the combination of the lowest high-temperature and highest low-temperature PG grade meeting the requirements. Several other PG grades may meet the required critical temperatures given in cells C76:C78.










RAPBinder %

100.00.00.00.0

High Tc Int. Tc81.4 27.4

0.0 0.00.0 0.00.0 0.0

Tn, Tr Tbmax #VALUE! 66.00min #VALUE! 24.00min #VALUE! -14.00

1stPbre/ RAP Binder

Pbe % Total MixMin #VALUE! #VALUE!Max #VALUE! #VALUE!

Psr Psan40.00 60.00

High Temp.Tb Grade66 #VALUE!24

-14 #VALUE!



















Low Tc-9.70.00.00.0

Pbre/ Pbre/Pbe Pbe min max

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Final: #VALUE! #VALUE!% RAP binder in total mix: #VALUE! #VALUE!

Actual Final Actual Final ActualRAP Agg Limit RAP Agg Limit RAP Limit RAP Limit RAP Binder

% Agg % Agg % Mix % Mix % Mix#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

Psbr Psar Psa Psb Pa Pbn2.08 37.92 97.92 2.08 94.05 3.95

Int. Temp./ Final FinalInt. Temp. Low Temp. Low Temp. Low Temp. Int. Temp.

Grade Grade Grade Grade Grade#VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

#VALUE! #VALUE!

Final Actual FinalRAP Binder RAP Binder RAP Binder

% Mix % Total Binder % Total Binder#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!

Pbr Par Pan Check2.00 36.42 57.63 100.00

RAP VARIABILITY

ANALYSIS OF RAP VARIABILITY AND ESTIMATED MAXIMUM RAP CONTENT

Reliability Level: 80.0

ESTIMATED BLEND OF RAP STOCKPILES, WEIGHT %

RAP Stockpile 1 100RAP Stockpile 2RAP Stockpile 3RAP Stockpile 4

ESTIMATED MAXIMUM RAP CONTENT, WT.%: 43 Enter in cell D28 on Worksheet General

RAP STOCKPILE 1 SAMPLE NUMBER:1 2 3 4 5 6 7

Average Std. Dev. Sieve Size, mm100.0 0.000 50.000 100.0 100.0 100.0 100.0 100.0100.0 0.000 37.500 100.0 100.0 100.0 100.0 100.0100.0 0.000 25.000 100.0 100.0 100.0 100.0 100.0

99.7 0.346 19.000 99.2 100.0 100.0 99.5 99.897.5 1.092 12.500 96.5 97.8 97.2 99.3 96.993.6 2.400 9.500 91.5 94.3 96.1 90.6 95.370.5 2.838 4.750 73.3 71.5 72.5 66.4 68.953.2 2.183 2.360 55.2 54.9 50.6 54.2 51.148.7 2.897 1.180 48.8 47.9 44.2 50.9 51.534.4 2.076 0.600 32.2 33.0 35.8 33.6 37.218.6 1.604 0.300 20.4 17.1 16.8 19.7 19.214.0 1.035 0.150 15.0 15.2 12.8 13.5 13.610.2 1.093 0.075 11.5 11.0 8.8 10.2 9.5

5.2 0.148 Asphalt Binder Content 5.4 5.2 5.2 5.3 5.0


Average Std. Dev. Sieve Size, mm#DIV/0! #DIV/0! 50.000#DIV/0! #DIV/0! 37.500#DIV/0! #DIV/0! 25.000#DIV/0! #DIV/0! 19.000#DIV/0! #DIV/0! 12.500#DIV/0! #DIV/0! 9.500#DIV/0! #DIV/0! 4.750#DIV/0! #DIV/0! 2.360#DIV/0! #DIV/0! 1.180#DIV/0! #DIV/0! 0.600#DIV/0! #DIV/0! 0.300#DIV/0! #DIV/0! 0.150

#DIV/0! #DIV/0! 0.075

#DIV/0! #DIV/0! Asphalt Binder Content


Average Std. Dev. Sieve Size, mm#DIV/0! #DIV/0! 50.000#DIV/0! #DIV/0! 37.500#DIV/0! #DIV/0! 25.000#DIV/0! #DIV/0! 19.000#DIV/0! #DIV/0! 12.500#DIV/0! #DIV/0! 9.500#DIV/0! #DIV/0! 4.750#DIV/0! #DIV/0! 2.360#DIV/0! #DIV/0! 1.180#DIV/0! #DIV/0! 0.600#DIV/0! #DIV/0! 0.300#DIV/0! #DIV/0! 0.150#DIV/0! #DIV/0! 0.075



Average Std. Dev. Sieve Size, mm#DIV/0! #DIV/0! 50.000#DIV/0! #DIV/0! 37.500#DIV/0! #DIV/0! 25.000#DIV/0! #DIV/0! 19.000#DIV/0! #DIV/0! 12.500#DIV/0! #DIV/0! 9.500#DIV/0! #DIV/0! 4.750#DIV/0! #DIV/0! 2.360#DIV/0! #DIV/0! 1.180#DIV/0! #DIV/0! 0.600#DIV/0! #DIV/0! 0.300#DIV/0! #DIV/0! 0.150#DIV/0! #DIV/0! 0.075


Help for Worksheet "RAP_Variability"

This worksheet is used to analyze the variability of RAP stockpiles and use this information to estimate the maximum RAP content that can be used in an HMA mix design without a significant increase in the variability of production.

To use this worksheet, data on aggregate gradation data and asphalt binder cotnent of up to four RAP stockpiles is entered above. Although the analysis will work with as little as two replicate determinations for each stockpile, a minimum of five samples is highly recommended, and 20 or more will provide optimal results. The more samples used in the analysis, the more accurate the results and the higher the maximum allowable RAP content. The data entered can be from QC data or from representative samples taken from the RAP stockpiles. The suggested reliability level (cell B5) is 80 %. The maximum allowable RAP content listed in B14 should be entered in cell D28 in worksheet "General" if this analysis is being done as part of a mix design being performed with HMA Tools.

NOTE: Use of this worksheet to determine maximum allowable RAP content is optional. Many agencies already have procedures and specifications for determining the maximum amount of RAP that can be used in an HMA mix design. In such cases, this worksheet need not be used, and agency guidelines should be followed in estimating the maximum amount of RAP that can be used in a mix.





Help appears below

Enter in cell D28 on Worksheet General

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22









Upper Limit23 24 25 26 27 28 29 30 Count Avg. Std. Dev. Std. Dev.

5 100.000 0.000 0.0005 100.000 0.000 0.0005 100.000 0.000 0.0005 99.700 0.346 0.5405 97.540 1.092 1.7015 93.560 2.400 3.7385 70.520 2.838 4.4205 53.200 2.183 3.4005 48.660 2.897 4.5125 34.360 2.076 3.2335 18.640 1.604 2.4985 14.020 1.035 1.6135 10.200 1.093 1.703

5 5.220 0.148 0.231

Prop. RAP1:Upper Limit

23 24 25 26 27 28 29 30 Count Avg. Std. Dev. Std. Dev.

0 100.000 #DIV/0! 0.0000 100.000 #DIV/0! 0.0000 100.000 #DIV/0! 0.0000 99.700 #DIV/0! 0.5400 97.540 #DIV/0! 1.7010 93.560 #DIV/0! 3.7380 70.520 #DIV/0! 4.4200 53.200 #DIV/0! 3.4000 48.660 #DIV/0! 4.5120 34.360 #DIV/0! 3.2330 18.640 #DIV/0! 2.4980 14.020 #DIV/0! 1.613

0 10.200 #DIV/0! 1.703

0 5.220 #DIV/0! 0.231

Prop. RAP1&2:Upper Limit


0 100.000 #DIV/0! 0.0000 100.000 #DIV/0! 0.0000 100.000 #DIV/0! 0.0000 99.700 #DIV/0! 0.5400 97.540 #DIV/0! 1.7010 93.560 #DIV/0! 3.7380 70.520 #DIV/0! 4.4200 53.200 #DIV/0! 3.4000 48.660 #DIV/0! 4.5120 34.360 #DIV/0! 3.2330 18.640 #DIV/0! 2.4980 14.020 #DIV/0! 1.6130 10.200 #DIV/0! 1.703

0 5.220 #DIV/0! 0.231

Prop. RAP12&3:Upper Limit


0 100.000 #DIV/0! 0.0000 100.000 #DIV/0! 0.0000 100.000 #DIV/0! 0.0000 99.700 #DIV/0! 0.5400 97.540 #DIV/0! 1.7010 93.560 #DIV/0! 3.7380 70.520 #DIV/0! 4.4200 53.200 #DIV/0! 3.4000 48.660 #DIV/0! 4.5120 34.360 #DIV/0! 3.2330 18.640 #DIV/0! 2.4980 14.020 #DIV/0! 1.6130 10.200 #DIV/0! 1.703

0 5.220 #DIV/0! 0.231

1.0001&2

Std. Dev.

0.0000.0000.0000.5401.7013.7384.4203.4004.5123.2332.4981.613

1.703

0.231

1.0001&2&3

Std. Dev.

0.0000.0000.0000.5401.7013.7384.4203.4004.5123.2332.4981.6131.703

0.231New S.D. =

1.000 Max. Max. Max.1&2&3&4 Allowable Diff. AllowableStd. Dev. Std. Dev. % Pass. A B C Calc. RAP%

0.000 3.200 50.000 10.240 -20.480 0.141 199 1000.000 3.200 50.000 10.240 -20.480 0.141 199 1000.000 3.200 50.000 10.240 -20.480 0.141 199 1000.540 3.200 50.000 10.531 -20.480 0.141 194 1001.701 3.200 50.000 13.134 -20.480 0.141 155 1003.738 2.800 50.000 21.809 -15.680 0.141 71 714.420 2.800 50.000 27.374 -15.680 0.141 56 563.400 2.400 50.000 17.320 -11.520 0.141 65 654.512 2.400 50.000 26.122 -11.520 0.141 43 433.233 2.000 50.000 14.451 -8.000 0.141 54 542.498 2.000 50.000 10.242 -8.000 0.141 76 761.613 1.600 40.000 5.161 -5.120 0.090 97 971.703 1.200 30.000 4.339 -2.880 0.051 65 65

0.231 0.200 3.000 0.093 -0.080 0.001 85 85

Min.:43

TRIAL AGGREGATE BLENDS help appears at lower right

INCLUDE MAX. DENSITY GRADATION: XPLOT (X): X x x

Material Gsb Gsa Trial 1 Trial 2 Trial 3Crushed Stone 1 2.607 2.715 15 15 5Crushed Stone 1A 2.607 2.715 25 10 5Mfg. Sand 2.575 2.718 12 20 15Natural Sand 2.597 2.711 8 15 35#N/A 0.000 0.000#N/A 0.000 0.000#N/A 0.000 0.000#N/A 0.000 0.000RSP No. 18 2.576 2.635 40 40 40#N/A 0.000 0.000#N/A 0.000 0.000#N/A 0.000 0.000TOTAL 100 100 100

Overall Target VMA, Vol. % 15.0Target VMA for Trial Batch, Vol. % 16.0 16.0 16.0Overal Target Air Voids, Vol. % 4.0Target Voids for Trial Batch, Vol. % 4.0 4.0 4.0Binder Content for Trial Batch, Wt. % 5.95 Err:522 5.98Specified Dust/Binder Ratio: 0.8 to 1.6Estimated Dust/Effective Binder Ratio #VALUE! Err:522 #VALUE!

Required New PG Grade for Selected Stockpile Blends (conservative)Trial 1 Trial 2 Trial 3

High Temperature (Min.) ### Err:522 ###

0.00 7.000

20

40

60

80

100 Trial, voids/VMANo. 1, 5.4/16.8No. 2, 3.3/100.0No. 3, 3.6/15.6Column AFColumn AGColumn AHColumn AIMin., 15.0/ 3.5Max., 17.0/ 4.5Max. Dens.

Particle Size0.45, mm

% P

assi

ng b

y W

eigh

t

0.075 0.60 2.36 4.75 9.5 12.5 19.0 25.0 37.5 50.0

Low Temperature/BBR (Max.) #N/A Err:522 #N/ALow Temperature/DT (Max.) #N/A Err:522 #N/AIntermediate Temperature (Max.) ### Err:522 ###

Select Binder (X)Trial 1 Trial 2 Trial 3

PG 58-28 / Jupiter Materials X X XPG 64-22 / Jupiter Materials / / BINDER NO 1 1 1SPECIFIED BINDER GRADE 64-(25)-22BLENDED GRADE, PG- E+098)-3.46657487345569E+098 Err:5220785E+098

Allowable RAP Content for Binder Grade and VariabilityMin. RAP for Binder Grade, Wt. % 10.0 #N/A 10.0Max. RAP for Binder Grade, Wt. % #N/A #N/A #N/AMax. RAP for Variability, Wt. % 0Total RAP Content, Wt. % 39.7 Err:522 39.7

Trial Blend GradationsControl Points

Sieve Size, mm Min. Max. Trial 1 Trial 2 Trial 350.000 100.0 100.0 #VALUE! #VALUE! #VALUE!37.500 100.0 100.0 #VALUE! #VALUE! #VALUE!25.000 100.0 100.0 #VALUE! #VALUE! #VALUE!19.000 100.0 100.0 #VALUE! #VALUE! #VALUE!12.500 100.0 100.0 #VALUE! #VALUE! #VALUE!

9.500 90.0 100.0 #VALUE! #VALUE! #VALUE!4.750 32.0 90.0 #VALUE! #VALUE! #VALUE!2.360 32.0 67.0 #VALUE! #VALUE! #VALUE!1.180 2.0 67.0 #VALUE! #VALUE! #VALUE!0.600 2.0 67.0 #VALUE! #VALUE! #VALUE!0.300 2.0 67.0 #VALUE! #VALUE! #VALUE!0.150 2.0 67.0 #VALUE! #VALUE! #VALUE!0.075 2.0 10.0 #VALUE! #VALUE! #VALUE!

Aggregate Blend PropertiesTrial 1 Trial 2 Trial 3

Bulk Spec. Grav. 2.590 2.587 2.586Apparent Spec. Grav. 2.682 2.682 2.681Estimated Eff. Spec. Grav. 2.635 2.634 2.633Water Absorption 1.33 1.38 1.37Estimated Asphalt Abs. 0.68 ### 0.70

Estimated Aggregate Specification Properties

Coarse Aggregate Specifications Trial 1 Trial 2 Trial 3CAFF, One Fracture Face, % 85 % Min. #VALUE! #VALUE! #VALUE!CAFF, Two Fractured Faces, % 80 % Min. #VALUE! #VALUE! #VALUE!

Flat & Elong., % 10 % Max. #VALUE! #VALUE! #VALUE!#N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A

Fine AggregateFAA, Uncompacted Voids, % 40 % Min. #VALUE! #VALUE! #VALUE!Sand Eq., % 45 % Min. #VALUE! #VALUE! #VALUE!

#N/A #VALUE! #VALUE! #VALUE!#N/A #VALUE! #VALUE! #VALUE!

Mixture Volumetric PropertiesRequires specific gravity values for calculation

Specifications Trial 1 Trial 2 Trial 3Air voids 3.5 to 4.5 5.4 3.3 3.6VMA 15.0 to 17.0 16.8 100.0 15.6Dust/Binder Ratio 0.8 to 1.6 #VALUE! #VALUE! #VALUE!Binder Content NA 6.0 100.0 6.0Vbe NA 11.4 96.7 12.0VFA NA 67.7 96.7 76.9

RAP ANALYSISIf applicable Total RAP Content, % by Mix Weight:

RAP No./Description Trial 1 Trial 2 Trial 3

RAP 1 / RSP No. 18 39.7 Err:522 39.7#N/A 0.0 0.0 0.0#N/A 0.0 0.0 0.0#N/A 0.0 0.0 0.0

TOTAL RAP CONTENT 39.7 Err:522 39.7

If applicable RAP Binder Content, % by Mix Weight:

RAP No./Description Trial 1 Trial 2 Trial 3

RAP 1 / RSP No. 18 2.1 Err:522 2.1#N/A 0.0 0.0 0.0#N/A 0.0 0.0 0.0#N/A 0.0 0.0 0.0

TOTAL RAP BINDER CONTENT 2.1 Err:522 2.1

TOTAL NEW BINDER CONTENT 3.9 Err:522 3.9

BLENDED BINDER GRADE, PG- E+098)-3.46657487345569E+098 Err:5220785E+098NEW BINDER GRADE, PG- 58-(13)-28 58-(13)-28 58-(13)-28

NEW BINDER SPEC. GRAV. 1.024 1.024 1.024

BLENDED BINDER SPEC. GRAV. ### Err:522 ###FIRST ESTIMATE BINDER S.G. ### Err:522 ###

help appears at lower right

Trial 4 Trial 5 Trial 6 Trial 7

0 0 0 0

15.0

4.0

#DIV/0! #DIV/0! #DIV/0! #DIV/0!0.8 to 1.6

#DIV/0! #DIV/0! #DIV/0! #DIV/0!

Trial 4 Trial 5 Trial 6 Trial 7#DIV/0! #DIV/0! #DIV/0! #DIV/0!

0.00 7.000

20

40

60

80

100 Trial, voids/VMANo. 1, 5.4/16.8No. 2, 3.3/100.0No. 3, 3.6/15.6Column AFColumn AGColumn AHColumn AIMin., 15.0/ 3.5Max., 17.0/ 4.5Max. Dens.

Particle Size0.45, mm

% P

assi

ng b

y W

eigh

t

0.075 0.60 2.36 4.75 9.5 12.5 19.0 25.0 37.5 50.0

Help for Worksheet "Trial_Blends"

This spreadsheet is the primary means for developing and analyzing trial mixtures. Proportions for aggregate blends for up to seven trial mixtures are entered in cells F25 through L32. Target VMA values and design air void values can be added in cells F36 through L36 and cells F38 through L38, respectively. If no VMA and air void data is entered for a selected trial batch, the target values entered in worksheet General are assumed. Binder contents are calculated automatically from VMA and air void data--therefore, to adjust binder data, VMA and or air void content must be adjusted. It is recommended that the target values for VMA and air voids be used in intial batches, and that adjustments in VMA and air voids be done only in refining the final mix design.

Two plots can be used as aids in developing aggregate blends. The plot at the upper right is a standard gradation plot, showing percent passing as a function of sieve size in mm. The heavy gray lines on this plot represent the control points for the selected NMAS. The plot above graphically shows how each blend deviates from a continuous maximum density gradation. A perfect maximum density gradation plots as a horizontal line on this plot. Size ranges in which the plot is above zero indicate that there is more material compared to an ideal maximum density gradation. Areas in which the plot is below zero indicate that there is less material in that size range compared to an ideal maximum density gradation. The small plots in gray at the top of this chart are idealized plots of coarse, dense and fine gradations.

Because these plots may become difficult to read when more than two or three gradations are shown, the user may select which trial blends to include on the plots by placing an "X" (or any other character) in the appropriate cell in the range F23 through L23. As another aid in using these plots, the legend includes values for air voids and VMA. However, these values will not be shown until specific gravity data is entered in worksheet Spec_Grav.

Binder grades (or grading test data) for up to four binders are entered in worksheet Binders. For each of seven trial blends, one of these four binders can be selected by placing an "X" in the appropriate cell in range F52:L55.

Data shown in lower portions of this worksheet include specific gravity values, aborption values and gradations for the various trial blends, estimated aggregate specification and source properties, and volumetric properties for the resulting mixtures. Voluemtric properties will not be shown until specific gravity data is entered in worksheet Spec_Grav.

Mix designs containing RAP can also be designed using this worksheet. RAP stockpiles properties are entered in worksheet RAP_Aggregates, and RAP binder properties (when needed) are entered in worksheet RAP_Binders. In this worksheet, Trial_Blends, RAP aggregates are proportioned exactly like other aggregates. However, the worksheet will also perform various calculations useful in devleoping HMA mix designs containing RAP. For the selected new binder (cells F56:L59), the resulting final blended PG grade is given in cells F62:L62. This should be compared to the specified grade given in cell F61:L61. In cells F65:L66 are listed the minimum and maximum RAP contents for the given RAP blend to meet the specified PG grade and given the selected new binder PG grade. These minimum and maximum values are only accurate for RAP blends using the same ratio as the given trial blend. For example, if the trial blend contains two RAP stockpiles blended at 10 % each, and shows a maximum allowable RAP content of 40 %, this means that these stockpiles would be blended at 20 % each (a 50/50 ratio) to obtain the maximum RAP content of 40 %.

Note that the blended binder grade and the maximum allowable RAP content are calculated using various factors of safety in the required binder grade: 2 degrees for the high and low binder grades, and 1 degree for the intermediate grading. This means, for example, that a continuous blended binder grade of 65 degrees will be reduced to 63 degrees, resulting in a final grading of 58. When calculating maximum allowable RAP, the required low temperature grade is reduced by 2 degrees, the interemediate temperature is reduced by 1 degree, and the required high temperature grade is increased by 2 degrees. These factors of safety ensure that the required blended binder grade will be met, even if the grading of the extracted RAP binder is not entirely accurate. In some cases, application of these factors of safety might result in apparent inconsistencies, especially with new binders that are close to failing the required binder grade.

Binder grade calculations done in this worksheet assume a maximum allowable RAP content of 15 %, regardless of the PG grade of the extracted RAP binder. This means that for RAP contents of 15 % or less, the blended binder grade will be assumed to be the same as that of the new binder.

Binder PG grades given in this sheet include the intermediate temperature grading, since binder grades will sometimes fail this requirement, while meeting the high and low temperature requirement. Including the intermediate temperature grading will make the reason for such a rejected binder grading clear.

At the bottom of this spreadsheet, under the title "RAP Analysis," appears additional information related to the use of RAP (if any) in the mix design. Although some engineers and technicians might find this information useful, it is non-essential to the mix design process and is shaded yellow to separate it from the essential information at the top of the worksheet.

0.01 0.10 1.00 10.00 100.00

-20

-15

-10

-5

0

5

10

15

20

Particle Size, mm

Dev

iatio

n fr

om M

axim

um D

ensi

ty G

rada

tion

densecoarse fine

#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!

Trial 4 Trial 5 Trial 6 Trial 7

??? ??? ??? ???64-(25)-22

#DIV/0! #DIV/0! #DIV/0! #DIV/0!


0#DIV/0! #DIV/0! #DIV/0! #DIV/0!

Trial 4 Trial 5 Trial 6 Trial 7#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE!

Trial 4 Trial 5 Trial 6 Trial 7#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!

Trial 4 Trial 5 Trial 6 Trial 7#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! Binder












#VALUE! #VALUE! #VALUE! #VALUE! RAP Content 5.2#N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A RAP 1 RSP No. 18 5.2 40

RAP 2 #N/A 0RAP 3 #N/A 0

#VALUE! #VALUE! #VALUE! #VALUE! RAP 4 #N/A 0#VALUE! #VALUE! #VALUE! #VALUE! Total 40.00#VALUE! #VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE! #VALUE! NEW BINDER GRADING

Binder Binder RapNo. Content BC

Trial 1 1 5.95 2.06Trial 4 Trial 5 Trial 6 Trial 7 Trial 2 1 Err:522 Err:522

#N/A #N/A #N/A #N/A Trial 3 1 5.98 2.06#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 4 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 5 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 6 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 7 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!

RAP BINDER GRADINGBinder Binder Rap

Total RAP Content, % by Mix Weight: No. Content BC

Trial 4 Trial 5 Trial 6 Trial 7 Trial 1 1 5.95 2.06Trial 2 1 Err:522 Err:522

#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 3 1 5.98 2.06#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 4 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 5 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 6 ??? #DIV/0! #DIV/0!

Trial 7 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!

BLENDED BINDER GRADINGRAP Binder Content, % by Mix Weight: Binder Binder Rap

No. Content BCTrial 4 Trial 5 Trial 6 Trial 7

Trial 1 1 5.95 2.06#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 2 1 Err:522 Err:522#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 3 1 5.98 2.06#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 4 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 5 ??? #DIV/0! #DIV/0!

Trial 6 ??? #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! Trial 7 ??? #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0!Required Required Required Required

#DIV/0! #DIV/0! #DIV/0! #DIV/0! High BBR DT Int.Error Error Error Error Tc Tc Tc Tc

1.030 1.030 1.030 1.030 ### ### ### ###Err:522 Err:522 Err:522 Err:522

#DIV/0! #DIV/0! #DIV/0! #DIV/0! ### ### ### ####DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0!

BINDER SPECIFIC GRAVITY

New RAP RAPBinder Content Content

% AggTrial 1 1 39.7 40.0Trial 2 1 Err:522 40.0Trial 3 1 39.7 40.0Trial 4 ??? #DIV/0! 0.0Trial 5 ??? #DIV/0! 0.0Trial 6 ??? #DIV/0! 0.0Trial 7 ??? #DIV/0! 0.0

5.8155.1094.2573.7623.1162.7542.016












1.4721.0770.7950.5820.4260.3120.000

Fine1111111111111












5.2 5.2 #DIV/0! #DIV/0! #DIV/0! #DIV/0!

40 40 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 0

40.00 40.00 0.00 0.00 0.00 0.00

New High Int BBR DTBC Tc Tc Tc Tc

3.89 59.0 13.0 -20.1 #N/A PG 58-(13)-28Err:522 59.0 13.0 -20.1 #N/A PG 58-(13)-28

3.92 59.0 13.0 -20.1 #N/A PG 58-(13)-28#DIV/0! #N/A #N/A #N/A #N/A #N/A#DIV/0! #N/A #N/A #N/A #N/A #N/A#DIV/0! #N/A #N/A #N/A #N/A #N/A#DIV/0! #N/A #N/A #N/A #N/A #N/A

New High Int BBR DTBC Tc Tc Tc Tc

Numbers for3.89 ### ### ### ###

Err:522 Err:522 Err:522 Err:522 Err:5223.92 ### ### ### ###

#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

DTNew High Int BBR Low High

BC Tc Tc Tc Tc Grade

3.89 ### ### ### #N/A -3.466575E+98Err:522 Err:522 Err:522 Err:522 Err:522 Err:522 Tc/High

3.92 ### ### ### #N/A -3.450884E+98 Tc/Int#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Tc/BBR#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Tc/DT#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! Sp. Grav.#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

Required Required Required Required RAP RAPInt. High BBR DT B.C. B.C. Int

Grade PG Grade PG Grade PG Grade Tc/High Tc/Int Grade

### ### #N/A #N/A 0.00 0.00 -3.4666E+98Err:522 Err:522 Err:522 Err:522 Err:522 Err:522 Err:522

### ### #N/A #N/A 0.00 0.00 -3.4509E+98#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

EstimatedN.B. RAP Blended Blended RAP

Binder Rap New Spec. Binder Binder Binder B.C.Content BC BC Grav. S.G. S.G. S.G. Tc/BBR

5.95 2.06 3.89 1.024 ### ### ### #N/AErr:522 Err:522 Err:522 1.024 Err:522 Err:522 Err:522 Err:522

5.98 2.06 3.92 1.024 ### ### ### #N/A#DIV/0! #DIV/0! #DIV/0! 1.030 #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! 1.030 #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! 1.030 #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! 1.030 #DIV/0! #DIV/0! #DIV/0! #DIV/0!

Proportions by Total Mix WeightAggregate

AC Content Blend 1 Blend 2 Blend 3 Blend 4Crushed Ston 0 14.1 15.0 4.7 0.0Crushed Sto 0 23.5 10.0 4.7 0.0Mfg. Sand 0 11.3 20.0 14.1 0.0Natural Sand 0 7.5 15.0 32.9 0.0#N/A 0 0.0 0.0 0.0 0.0#N/A 0 0.0 0.0 0.0 0.0#N/A 0 0.0 0.0 0.0 0.0#N/A 0 0.0 0.0 0.0 0.0RSP No. 18 5.2 37.6 40.0 37.6 0.0#N/A 0.0 0.0 0.0 0.0#N/A 0.0 0.0 0.0 0.0#N/A 0.0 0.0 0.0 0.0

TOTAL 94.0 100.0 94.0 0.0

Proportions by Aggregate WeightAggregate

Blend 1 Blend 2 Blend 3 Blend 4Crushed Stone 1 15.0 15.0 5.0 0.0Crushed Stone 1A 25.0 10.0 5.0 0.0Mfg. Sand 12.0 20.0 15.0 0.0Natural Sand 8.0 15.0 35.0 0.0#N/A 0.0 0.0 0.0 0.0#N/A 0.0 0.0 0.0 0.0#N/A 0.0 0.0 0.0 0.0#N/A 0.0 0.0 0.0 0.0RSP No. 18 40.0 40.0 40.0 0.0#N/A 0.0 0.0 0.0 0.0#N/A 0.0 0.0 0.0 0.0#N/A 0.0 0.0 0.0 0.0

TOTAL 100.0 100.0 100.0 0.0

Proportions for Plotting0 0 0 -200

Size, mm Max. Dens. Blend 1 Blend 2 Blend 3 Blend 450.000 100.0 #VALUE! #VALUE! #VALUE! #VALUE!37.500 100.0 #VALUE! #VALUE! #VALUE! #VALUE!25.000 100.0 #VALUE! #VALUE! #VALUE! #VALUE!19.000 100.0 #VALUE! #VALUE! #VALUE! #VALUE!12.500 100.0 #VALUE! #VALUE! #VALUE! #VALUE!

9.500 95.0 #VALUE! #VALUE! #VALUE! #VALUE!4.750 69.6 #VALUE! #VALUE! #VALUE! #VALUE!

2.360 50.8 #VALUE! #VALUE! #VALUE! #VALUE!1.180 37.2 #VALUE! #VALUE! #VALUE! #VALUE!0.600 27.4 #VALUE! #VALUE! #VALUE! #VALUE!0.300 20.1 #VALUE! #VALUE! #VALUE! #VALUE!0.150 14.7 #VALUE! #VALUE! #VALUE! #VALUE!0.075 10.8 #VALUE! #VALUE! #VALUE! #VALUE!

0.0

Maximum Density

Size, mm Mx.Dns. Blend 1 Blend 2 Blend 3 Blend 450.000 100 100.0 #VALUE! #VALUE! #VALUE!37.500 100 #VALUE! #VALUE! #VALUE! #VALUE!25.000 100 #VALUE! #VALUE! #VALUE! #VALUE!19.000 100 #VALUE! #VALUE! #VALUE! #VALUE!12.500 100 #VALUE! #VALUE! #VALUE! #VALUE!

9.500 95 #VALUE! #VALUE! #VALUE! #VALUE!4.750 70 #VALUE! #VALUE! #VALUE! #VALUE!2.360 51 #VALUE! #VALUE! #VALUE! #VALUE!1.180 37 #VALUE! #VALUE! #VALUE! #VALUE!0.600 27 #VALUE! #VALUE! #VALUE! #VALUE!0.300 20 #VALUE! #VALUE! #VALUE! #VALUE!0.150 15 #VALUE! #VALUE! #VALUE! #VALUE!0.075 11 #VALUE! #VALUE! #VALUE! #VALUE!

Deviation Deviation from Maximum Density

Size, mm Mx.Dns. Blend 1 Blend 2 Blend 3 Blend 450.000 100 #VALUE! #VALUE! #VALUE! #VALUE!37.500 100 #VALUE! #VALUE! #VALUE! #VALUE!25.000 100 #VALUE! #VALUE! #VALUE! #VALUE!19.000 100 #VALUE! #VALUE! #VALUE! #VALUE!12.500 100 #VALUE! #VALUE! #VALUE! #VALUE!

9.500 95 #VALUE! #VALUE! #VALUE! #VALUE!4.750 70 #VALUE! #VALUE! #VALUE! #VALUE!2.360 51 #VALUE! #VALUE! #VALUE! #VALUE!1.180 37 #VALUE! #VALUE! #VALUE! #VALUE!0.600 27 #VALUE! #VALUE! #VALUE! #VALUE!0.300 20 #VALUE! #VALUE! #VALUE! #VALUE!0.150 15 #VALUE! #VALUE! #VALUE! #VALUE!0.075 11 #VALUE! #VALUE! #VALUE! #VALUE!

Deviation for Plot0 0 0 -100

Size, mm Blend 1 Blend 2 Blend 3 Blend 450.000 -100.0 -100.0 -100.0 -100.037.500 -100.0 -100.0 -100.0 -100.025.000 -100.0 -100.0 -100.0 -100.019.000 -100.0 -100.0 -100.0 -100.012.500 -100.0 -100.0 -100.0 -100.0

9.500 -100.0 -100.0 -100.0 -100.0

4.750 -100.0 -100.0 -100.0 -100.02.360 -100.0 -100.0 -100.0 -100.01.180 -100.0 -100.0 -100.0 -100.00.600 -100.0 -100.0 -100.0 -100.00.300 -100.0 -100.0 -100.0 -100.00.150 -100.0 -100.0 -100.0 -100.00.075 -100.0 -100.0 -100.0 -100.0

dummy 0.0200 10.0

Plot Labels

Trial, voids/VMANo. 1, 5.4/16.8No. 2, 3.3/100.0No. 3, 3.6/15.6

Min., 15.0/ 3.5Max., 17.0/ 4.5

Numbers forIndirect

ReferencesBelow:

25375063

7

D H L PRAP RAP RAP RAP Combined RAP Binder

Binder 1 Binder 2 Binder 3 Binder 4 Trial 1 Trial 2### ### ### ### ### Err:522### ### ### ### ### Err:522### ### ### ### ### Err:522### ### ### ### ### Err:522### ### ### ### ### Err:522

BBR/DT BBR/DT Int FinalLow Low Low Low Total

Tc Grade Grade Grade RAP Content PG Grade

### -3.4666E+98 ### -3.466575E+98 39.7487345569E+098Err:522 Err:522 Err:522 Err:522 Err:522 Err:522

### -3.4509E+98 ### -3.450884E+98 39.7449080785E+098#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

RAP RAP Mult. RAP Mult. RAP Mult. RAP Mult.B.C. High Int.

Tc/DT Temp Temp BBR DT

#N/A 0.0 #N/A #N/A #N/AErr:522 Err:522 Err:522 Err:522 Err:522

#N/A 0.0 #N/A #N/A #N/A#DIV/0! #N/A #N/A #N/A #N/A#DIV/0! #N/A #N/A #N/A #N/A#DIV/0! #N/A #N/A #N/A #N/A#DIV/0! #N/A #N/A #N/A #N/A

Blend 5 Blend 6 Blend 7 Blend 1 Blend 20.0 0.0 0.0 15.0 15.00.0 0.0 0.0 25.0 10.00.0 0.0 0.0 12.0 20.00.0 0.0 0.0 8.0 15.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 40.0 40.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 100.0 100.0TOTAL AC: 6.0 0.0

FOR .45 POWER GRIDLINES:Blend 5 Blend 6 Blend 7

0.0 0.0 0.0 0 0.000.0 0.0 0.0 0.075 0.310.0 0.0 0.0 0.075 0.310.0 0.0 0.0 0.15 0.430.0 0.0 0.0 0.15 0.430.0 0.0 0.0 0.3 0.580.0 0.0 0.0 0.3 0.580.0 0.0 0.0 0.6 0.790.0 0.0 0.0 0.6 0.790.0 0.0 0.0 1.18 1.080.0 0.0 0.0 1.18 1.080.0 0.0 0.0 2.36 1.47

2.36 1.470.0 0.0 0.0 4.75 2.02

4.75 2.029.5 2.75

-200 -200 -200 9.5 2.75Blend 5 Blend 6 Blend 7 12.5 3.12

#VALUE! #VALUE! #VALUE! 12.5 3.12#VALUE! #VALUE! #VALUE! 19 3.76#VALUE! #VALUE! #VALUE! 19 3.76#VALUE! #VALUE! #VALUE! 25 4.26#VALUE! #VALUE! #VALUE! 25 4.26#VALUE! #VALUE! #VALUE! 37.5 5.11#VALUE! #VALUE! #VALUE! 37.5 5.11

#VALUE! #VALUE! #VALUE! 50 5.81#VALUE! #VALUE! #VALUE! 50 5.81#VALUE! #VALUE! #VALUE! 50 6#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!

Blend 5 Blend 6 Blend 7#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!

Blend 5 Blend 6 Blend 7#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!#VALUE! #VALUE! #VALUE!

-100 -100 -100Blend 5 Blend 6 Blend 7

-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0

-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0-100.0 -100.0 -100.0

Combined RAP BinderTrial 3 Trial 4 Trial 5 Trial 6 Trial 7

### #DIV/0! #DIV/0! #DIV/0! #DIV/0!### #DIV/0! #DIV/0! #DIV/0! #DIV/0!### #DIV/0! #DIV/0! #DIV/0! #DIV/0!### #DIV/0! #DIV/0! #DIV/0! #DIV/0!### #DIV/0! #DIV/0! #DIV/0! #DIV/0!

% Binderin Total RAP

5.205.20

5.20#DIV/0!#DIV/0!#DIV/0!#DIV/0!

Min. Max. Max. Max. Max.R.C. R.C. R.C. R.C. R.C.

High T Int. T BBR DT Low

0.00 0.00 #N/A #N/A #N/AErr:522 Err:522 Err:522 Err:522 Err:522

0.00 0.00 #N/A #N/A #N/A#DIV/0! #DIV/0! #N/A #N/A #N/A#DIV/0! #DIV/0! #N/A #N/A #N/A#DIV/0! #DIV/0! #N/A #N/A #N/A#DIV/0! #DIV/0! #N/A #N/A #N/A

Blend 3 Blend 4 Blend 5 Blend 6 Blend 75.0 0.0 0.0 0.0 0.05.0 0.0 0.0 0.0 0.0

15.0 0.0 0.0 0.0 0.035.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0

40.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0

100.0 0.0 0.0 0.0 0.06.0 0.0 0.0 0.0 0.0

3CAA/1FF CAA/2FF FE

0 0.075 0.312 0 96.0 91.0 0.80 0.075 0.312 3 96.0 93.0 0.0

100 0.075 0.312 0 0.0 0.0 0.0100 0.600 0.795 0 0.0 0.0 0.0

0 0.600 0.795 3 0.0 0.0 0.00 0.600 0.795 0 0.0 0.0 0.0

100 2.360 1.472 0 0.0 0.0 0.0100 2.360 1.472 3 0.0 0.0 0.0

0 2.360 1.472 0 100.0 95.0 1.50 4.750 2.016 0 0.0 0.0 0.0

100 4.750 2.016 3 0.0 0.0 0.0100 4.750 2.016 0 0.0 0.0 0.0

0 9.500 2.754 00 9.500 2.754 3

100 9.500 2.754 0100 12.500 3.116 0

0 12.500 3.116 30 12.500 3.116 0

100 19.000 3.762 0100 19.000 3.762 3 Tested P4.75mm R4.75mm

0 19.000 3.762 0 1 3.0 97.00 25.000 4.257 0 1 32.0 68.0

100 25.000 4.257 3 0 89.0 0.0100 25.000 4.257 0 0 100.0 0.0

0 37.500 5.109 0 0 0.0 0.0

0 37.500 5.109 3 0 0.0 0.0100 37.500 5.109 0 0 0.0 0.0100 50.000 5.815 0 0 0.0 0.0

50.000 5.815 3 1 71.9 28.150.000 5.815 0 0 0.0 0.0

0 0.0 0.00 0.0 0.0

Tested P4.75mm R4.75mm1 3.0 97.01 32.0 68.00 89.0 0.00 100.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.01 71.9 28.10 0.0 0.00 0.0 0.00 0.0 0.0

Tested P4.75mm R4.75mm1 3.0 97.01 32.0 68.00 89.0 0.00 100.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.01 71.9 28.10 0.0 0.00 0.0 0.00 0.0 0.0

0 0 0P9.5 mm P4.75 mm P2.36 mm Tested P9.5 mm R 9.5 mm

58 3 0 0 0.0 #N/A100 32 3 0 0.0 #N/A100 89 76 0 0.0 #N/A100 100 83 0 0.0 #N/A

0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A

93.56 71.92 54.44 0 0.0 #N/A0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A

0 0 0 0 0.0 #N/A

0 0 0P9.5 mm P4.75 mm P2.36 mm Tested P R

58 3 0 0 0.0 #N/A100 32 3 0 0.0 #N/A100 89 76 0 0.0 #N/A100 100 83 0 0.0 #N/A

0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A

93.56 71.92 54.44 0 0.0 #N/A0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A0 0 0 0 0.0 #N/A

FATested P2.36mm P2.36mm

0 0.0 0.00 3.0 0.01 76.0 76.01 83.0 83.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.01 54.4 54.40 0.0 0.00 0.0 0.00 0.0 0.0

FATested P4.74 mm P4.74 mm

0 3.0 0.00 32.0 0.01 89.0 89.01 100.0 100.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.01 71.9 71.91 0.0 0.01 0.0 0.01 0.0 0.0

0 0 0P9.5 mm P4.75 mm P2.36 mm Tested P FA P

58 3 0 0 0.0 0.0100 32 3 0 0.0 0.0

100 89 76 0 0.0 0.0100 100 83 0 0.0 0.0

0 0 0 0 0.0 0.00 0 0 0 0.0 0.00 0 0 0 0.0 0.00 0 0 0 0.0 0.0

Max. 93.56 71.92 54.44 0 0.0 0.0R.C. 0 0 0 0 0.0 0.0Int./ 0 0 0 0 0.0 0.0Low 0 0 0 0 0.0 0.0

#N/A 0 0 0#N/A P9.5 mm P4.75 mm P2.36 mm Tested P FA P#N/A 58 3 0 0 0.0 0.0#N/A 100 32 3 0 0.0 0.0#N/A 100 89 76 0 0.0 0.0#N/A 100 100 83 0 0.0 0.0#N/A 0 0 0 0 0.0 0.0

0 0 0 0 0.0 0.00 0 0 0 0.0 0.00 0 0 0 0.0 0.0

93.56 71.92 54.44 0 0.0 0.00 0 0 0 0.0 0.00 0 0 0 0.0 0.00 0 0 0 0.0 0.0

Min. MaxRAP RAP

Content Content

10.0 #N/A#N/A #N/A10.0 #N/A#N/A #N/A#N/A #N/A#N/A #N/A#N/A #N/A

CASP1 CASP2 FAA SE FASP1 FASP20.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 48.0 58.0 0.0 0.00.0 0.0 43.0 89.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 44.2 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!

CAA/1FF Blend 1 Blend 2 Blend 3 Blend 4 Blend 5 Blend 696.0 139680.0 139680.0 46560.0 0.0 0.0 0.096.0 163200.0 65280.0 32640.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0

100.0 112320.0 112320.0 112320.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0


CAA/2FF Blend 1 Blend 2 Blend 3 Blend 4 Blend 5 Blend 691.0 132405.0 132405.0 44135.0 0.0 0.0 0.093.0 158100.0 63240.0 31620.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0

95.0 106704.0 106704.0 106704.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0


FE0.8 1164.0 1164.0 388.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.01.5 1684.8 1684.8 1684.8 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0


CASP10.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A0.000 #N/A #N/A #N/A #N/A #N/A #N/A

0.000 #N/A #N/A #N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A #N/A #N/A

CASP20.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A0.0 #N/A #N/A #N/A #N/A #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A

FAA0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0

48.0 43776.0 72960.0 54720.0 0.0 0.0 0.043.0 28552.0 53535.0 124915.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0

44.2 96249.9 96249.9 96249.9 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0


SE0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0

58.0 61944.0 103240.0 77430.0 0.0 0.0 0.089.0 71200.0 133500.0 311500.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0


FASP10.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0


FASP20.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0


#VALUE!

Blend 70.00.00.00.00.0

0.00.00.00.00.00.00.0

#VALUE!

Blend 70.00.00.00.00.00.00.00.00.00.00.00.0

#VALUE!

0.00.00.00.00.00.00.00.00.00.00.00.0

#VALUE!

#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A

#N/A#N/A

#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A#N/A

0.00.00.00.00.00.00.00.00.00.00.00.0

#VALUE!

0.00.00.00.00.00.00.00.00.00.00.00.0

#VALUE!

0.00.0

0.00.00.00.00.00.00.00.00.00.0

#VALUE!

0.00.00.00.00.00.00.00.00.00.00.00.0

#VALUE!

BATCHING REPORT Compacted Specimens & Loose Mix: Trial Batch No.: 1Cylinders:Dia., mm Ht., mm No. Loose Mix, g:

Date (mm/dd/yyyy): 150 100 2 2,500 Estimated Gmb: 2.313Project: Pilot Course Pb, Wt. %: 5.95Tech./Engr.: J. Doe Target Air Voids, %: Pb/New, Wt. %: 3.89NMAS (mm): 9.5 Beams/Slabs: 4.0 Specimen Vol., m^3: 0.00353Surface Course: Yes W, mm L, mm T, mm No. Extra mix, %: 15Traffic Level (MESALs): 6.0

Total Wt., g: 12,277

Size Fractions, mm: Aggregate Batch Weights, grams: New Binder Wt., g: 477Coarse Aggregate

Mfg. Sand #N/A #N/A #N/A #N/A #N/A #N/A #N/AMin. Max.37.5 50.0 0 0 0 0 0 0 0 0 0 0 0 025.0 37.5 0 0 0 0 0 0 0 0 0 0 0 019.0 25.0 0 0 0 0 0 0 0 0 15 0 0 012.5 19.0 121 0 0 0 0 0 0 0 105 0 0 09.5 12.5 606 0 0 0 0 0 0 0 194 0 0 04.75 9.5 953 1,963 152 0 0 0 0 0 1,054 0 0 02.36 4.75 52 837 180 157 0 0 0 0 852 0 0 0

Fine Aggregate1.180 2.360 0 87 374 185 0 0 0 0 282 0 0 00.600 1.180 0 0 222 194 0 0 0 0 697 0 0 0

Complete 0.300 0.600 0 0 83 212 0 0 0 0 766 0 0 0Breakdown 0.150 0.300 0 0 125 120 0 0 0 0 225 0 0 0

0.075 0.150 0 0 55 29 0 0 0 0 186 0 0 00.000 0.075 0 0 194 27 0 0 0 0 497 0 0 0

Partial 0.600 2.360 0 87 596 379 0 0 0 0 979 0 0 0Breakdown 0.150 0.600 0 0 208 332 0 0 0 0 991 0 0 0

0.000 0.150 0 0 249 56 0 0 0 0 683 0 0 0No Breakdown 0.000 2.360 0 87 1,053 767 0 0 0 0 2,653 0 0 0

Total Weight: 12,278 1,732 2,887 1,385 924 0 0 0 0 4,873 0 0 0

Crushed Stone 1

Crushed Stone 1A

Natural Sand

RSP No. 18

SPECIFIC GRAVITY CALCULATIONSBULK SPECIFIC GRAVITY

Trial 1 Trial 2Weight in Water/SSD Method 1-1 1-2 1-3 2-1

Dry mass in air, g, A 4768.8 4777.3 4759.7SSD mass in air, g, B 4813.4 4822.2 4799.3Mass in water, g, C 2736.3 2734.6 2764.2

Water absorption, Wt. %, (B-A)/(B-C) x 100% 2.15 2.15 1.95Low absorption or high absorption (> 2%)? High HighBulk specific gravity, dry basis, A/(B-C) 2.296 2.288 #N/A 2.339Average 2.292 2.332Range 0.007Acceptable? (Within d2s Precision) YES

Weight in Water/Wax/Parafilm Method

Dry mass in air, g, ADry mass in air, coated specimen, g, DMass in water, coated specimen, g, ESpecific gravity of coating, F

Bulk specific gravity, dry basis, A/[D-E-(D-A)/F] #N/A #N/A #N/A #N/AAverage #N/A #N/ARange #N/AAcceptable? (Within d2s Precision) #N/A

User-Calculated ValueBulk specific gravity, dry basis

USE BULK SPECIFIC GRAVITY 2.292 2.332COMMENTS High Absorption High Absorption

MAXIMUM SPECIFIC GRAVITY

Weight in Water MethodDry mass in air, g, ASurface-dry mass in air, g, A' (dry-back method for porous aggregate only)Mass of specimen in water, g, C

Theor. Max. Sp. Grav., A/(A-C) or A/(A'-C)

Range #N/AAcceptable? (Within d2s precision) #N/A

Pyncnometer Method

Dry mass in air, g, A 2523.2 2247.0 2272.2Surface-dry mass in air, g, A' 2523.6 2247.2 2272.5 (dry-back method for porous aggregate only)Mass of pyncnometer filled with water, g, F 7610.9 7373.8 7610.9Mass of pync. With mix and water, g, G 9091.2 8695.6 8940.2Correction for Thermal Exp. Of Binder, g, H 0.0 0.0 0.0 0.0Density of water at test temp., Mg/m^3, dw 0.997 0.997 0.997 0.997

Theor. Max. Sp. Grav., {A/[(A+F)-(G+H)]} x (dw/0.997) 2.418 2.428 2.409 or {A/[(A'+F)-(G+H)]} x (dw/0.997)Range 0.010Accpetable? (Within d2s precision) YES

User-Calculated ValueTheoretical maximum specific gravity

USE THEORETICAL MAXIMUM SPECIFIC GRAVITY 2.423 2.411

VOLUMETRIC ANALYSIS

Aggregate bulk specific gravity, dry basis 2.590 2.587Air void content, % by volume 5.4 3.3Asphalt content, % by weight 5.95 100.00Aggregate content, % by weight 94.05 0.00VMA, % by volume 16.8 100.0Vbe, % by volume 11.4 96.7Calculated Agg. Eff. Specific Gravity 2.279 Err:522Calc. Absorbed asphalt, % by Agg. Wt. ### Err:522Absorbed asphalt, % by total weight ### Err:522Absorbed asphalt, % by total volume -11.35 Err:522Effective asphalt, % by total weight ### Err:522Dust/binder ratio #VALUE! ###

Help for Worksheet "Spec_Grav"

This spreadsheet is used to calculate specific gravity values for the initial trial mixture(s), using data determined in laboratory measurements. The user may also enter specific gravity values calculated using some other method.

Bulk specific gravity, dry basis, can be calculated following either the weight in water/SSD method or the weight in water/wax/parafilm method. Data for the SSD method are entered in cells C7:W9, data for the wax/parafilm method are entered in cells C20:W23. User-calculated values may be entered in cells C31:W31. Make certain that values are entered only in one set of cells. The user should note output in cells C12 through W12. An output of "High Abs." indicates that the average specimen absorption is above 2.0 %, and the bulk specific gravity should be tested using the wax/parafilm procedure, and not the SSD procedure, which is not suitable for specimens showing high absorption.

Data for the maximum specific gravity calculation are entered in cells C39:W40 and C42:W42 for the weight in water method, and cells C50:W51 and C53:W56 for the pyncnometer method. User-calculated values may be entered in cells C64:W64. Again, make certain values are entered in only one set of cells. For mixtures with high absorption, the dry-back procedure should be used which results in a weight in air and also a surface-dry weight in air. Surface-dry weights in air are entered only if this optional dry-back method is used.

Volumetric analysis of the resulting data are given at the bottom of this worksheet. In the volumetric analysis, theoretical maximum specific gravity values are average over each mixture. Additional analyses and plots appear in the worksheet "Analysis."






Help appears below

Trial 2 Trial 3 Trial 4 Trial 5 Trial 62-2 2-3 3-1 3-2 3-3 4-1 4-2 4-3 5-1 5-2 5-3 6-1

4766.1 4842.0 4848.34810.7 4879.0 4865.22761.3 2786.6 2782.9

2.18 1.77 0.81Low #N/A #N/A #N/A

2.326 #N/A 2.314 2.328 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A2.321 #N/A #N/A #N/A

0.013 0.014 #N/A #N/AYES YES #N/A #N/A

#N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A#N/A #N/A #N/A #N/A


2.321 #N/A #N/A #N/AHigh Absorption


2496.8 2416.6 2440.62497.0 2416.9 2441.0

7373.8 7610.9 7373.88836.4 9023.3 8802.4

0.0 0.0 0.0 0.0 0.00.997 0.997 0.997 0.997 0.997

2.414 2.406 2.411

0.005 0.005 #N/A #N/AYES YES #N/A #N/A

2.408 #DIV/0! #DIV/0! #DIV/0!

2.586 #DIV/0! #DIV/0! #DIV/0!3.6 #N/A #N/A #N/A

5.98 #DIV/0! #DIV/0! #DIV/0!94.02 #DIV/0! #DIV/0! #DIV/0!

15.6 #DIV/0! #DIV/0! #DIV/0!12.0 #DIV/0! #DIV/0! #DIV/0!

2.264 #DIV/0! #DIV/0! #DIV/0!### #DIV/0! #DIV/0! #DIV/0!### #DIV/0! #DIV/0! #DIV/0!

-12.00 #DIV/0! #DIV/0! #DIV/0!### #DIV/0! #DIV/0! #DIV/0!### #DIV/0! #DIV/0! #DIV/0!











Gse CorrectionTrial 6 Trial 7 Calc 2.279

6-2 6-3 7-1 7-2 7-3 Est. 2.635Corr.: -0.356

Asphalt Absorption CorrectionCalc. ###Est. 0.68

#N/A Corr.: ####N/A #N/A #N/A #N/A #N/A

#N/A#N/A #N/A#N/A #N/A

###

#N/A #N/A #N/A #N/A #N/A#N/A

#N/A #N/A#N/A #N/A

#N/A

#N/A #N/A#N/A #N/A

#N/A #N/A#N/A #N/A

#DIV/0!

#DIV/0!#N/A

#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

2.2642.634 2.633

-0.355 -0.362 -0.362 -0.362 -0.362 -0.362

Asphalt Absorption Correction L O R U###

0.701.00 ### ### ### ### ###

AASHTO T 283

1Project: Pilot CourseTrial Blend Number: 1Additive: None

1 Additive Dosage:Compaction Method: Gyratory Compaction Effort: 100

1Date Tested: 2/20/2009 Tested by: J. Doe

1

1Diameter, mm (in.) DThickness, mm (in.) tDry Mass in Air, g A

1Saturated, Surface-Dry Mass in Air, g BMass in Water, g CVolume (B - C), cm^3 E

1Bulk Specific Gravity, (A/E) GmbMaximum Specific Gravity (Gmm worksheet appears below) Gmm% Air Voids [ 100 x (Gmm - Gmb)/Gmm ] Pa

1 Rank Select for Conditioning (X) Average % Air Voids, Dry Specimens

1 Average % Air Voids, Wet SpecimensVolume of Air Voids (Pa x E/100), cm^3 VaLoad, Dry Specimen, N (lbf) Pa

1 Saturation Time, minSaturation Vacuum

1 Vacuum Units (kPa, psi, mm Hg, or in. Hg

Thickness after Saturation, mm (in.) t'

1SSD Mass after Saturation, g B'Volume of Absorbed Water (B' - A), cm^3 J'% Saturation (100 x J' / Va) S'

1Load, Wet Specimen, N (lbf) P'

Dry Strength [2000 x P/ pi x t x D)], kPa (psi) S1

1Wet Strength [2000 x P/ pi x t x D)], kPa (psi) S2

Visual Moisture Damage (0 = none, 5 = severe)

1Cracked and/or Broken Aggregate (yes/no)

Tensile Strength Ratio (Average S2 / Average S1)

2Project: PilotTrial Blend Number: 2Additive: None

2 Additive Dosage:Compaction Method: gyratory Compaction Effort: 100

2Date Tested: 4/4/2009 Tested by: joe

22

Diameter, mm (in.) DThickness, mm (in.) tDry Mass in Air, g A















3Project:Trial Blend Number: 3Additive:

3 Additive Dosage:Compaction Method: Compaction Effort:

3Date Tested: Tested by:

33



















44



















55



















66



















77
















Specimen Number:1 2 3 4 5 6 7 8

150.0 150.0 150.0 150.0 150.0 150.095.5 94.2 98.1 96.7 93.2 97.0

3850.5 3791.2 4061.2 3821.1 4107.3 3958.63862.4 3803.0 4076.1 3864.5 4125.4 3971.22153.3 2116.0 2257.3 2153.1 2293.6 2199.91709.1 1687.0 1818.8 1711.4 1831.8 1771.3 0.0 0.0

2.253 2.247 2.233 2.233 2.242 2.235 #DIV/0! #DIV/0!2.408

6.4 6.7 7.3 7.3 6.9 7.2 0.0 0.06 5 2 1 4 3

x x x7.06.9

110.06 112.58 132.26 124.56 126.11 127.36 0.00 0.0016677 17861 17602

10 10 1051 51 50

kPa kPa kPa

94.1 95.3 98.23875.1 3919.5 4055.8

83.9 98.4 -4107.374.5 79.0 -3256.9

15057 12327 13762

741.1 772.7 770.2679.1 549.0

2no

0.81

Help for Worksheet T-283

This worksheet is for recording data for AAHTO T 283: Resistance of Compacted HMA to Moisture-Induced Damage, and for performing the calculations required in this procedure. Project data is entered in the cells to the right of this help box. Specimen and test data is entered below, for up to 8 specimens (6 are normally used). This worksheet closely follow the data form included in the AASHTO T-283 write-up.

A calculation tool for theoretical maximum specific gravity appears at right, as an aid in determining Gmm as needed for this procedure. Values from the Gmm calculation tool are not carried over into any other part of HMA Tools.

Seven separate tables are included in this worksheet--one for each trial batch. You must enter your test data in the worksheet space corresponding to the proper trial batch. Find the table with the correct trial batch number by paging down through the worksheet. The trial batch number appears repeatedly in the yellow column at the far left of the worksheet in large black numbers. You don't need to fill out all the tables, only for the trial batches you have tested for moisture resistance.


150.0 150.0 150.0 150.0 150.0 150.095.5 94.2 98.1 96.7 93.2 97.0

3850.5 3791.2 4061.2 3821.1 4107.3 3958.63862.4 3803.0 4083.0 3864.5 4125.4 3971.22153.3 2121.0 2257.3 2146.0 2293.6 2207.01709.1 1682.0 1825.7 1718.5 1831.8 1764.2 0.0 0.0

2.253 2.254 2.224 2.224 2.242 2.244 #DIV/0! #DIV/0!2.411

6.6 6.5 7.7 7.8 7.0 6.9 0.0 0.05 6 2 1 3 4x x x

7.26.9

112.04 109.54 141.25 133.64 128.23 122.31 0.00 0.0017000 16500 17700

10 10 1051 51 51

kPa kPa kPa

95.2 93.8 97.93844.2 3817.5 4069.9

-6.3 26.3 8.7-5.6 24.0 6.2

17000 15500 15400

746.1 751.4 774.4757.6 701.6 667.6

0no

0.94


0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

#DIV/0!#DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

12000 11400 11200

#DIV/0!



0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

#DIV/0!#DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

#DIV/0!



0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

#DIV/0!#DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

12300 12200 11900

#DIV/0!



0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

#DIV/0!#DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

#DIV/0!



2.4100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

#DIV/0!#DIV/0!

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

#DIV/0!

MAXIMUM SPECIFIC GRAVITY CALCULATION TOOL FOR T 283Rep. 1 Rep. 2 Rep. 3



Range #N/AAccpetable? (Within d2s precision) #N/A

Pyncnometer MethodDry mass in air, g, ASurface-dry mass in air, g, A' (dry-back method for porous aggregate only)Mass of pyncnometer filled with water, g, FMass of pync. With mix and water, g, GCorrection for Thermal Exp. Of Binder, g, HDensity of water at test temp., Mg/m^3, dw

Theor. Max. Sp. Grav., {A/[(A+F)-(G+H)]} x (dw/0.997) or {A/[(A'+F)-(G+H)]} x (dw/0.997)Average #DIV/0!Range #N/AAccpetable? (Within d2s precision) #N/A

Help for Worksheet T-283

This worksheet is for recording data for AAHTO T 283: Resistance of Compacted HMA to Moisture-Induced Damage, and for performing the calculations required in this procedure. Project data is entered in the cells to the right of this help box. Specimen and test data is entered below, for up to 8 specimens (6 are normally used). This worksheet closely follow the data form included in the AASHTO T-283 write-up.

A calculation tool for theoretical maximum specific gravity appears at right, as an aid in determining Gmm as needed for this procedure. Values from the Gmm calculation tool are not carried over into any other part of HMA Tools.

Seven separate tables are included in this worksheet--one for each trial batch. You must enter your test data in the worksheet space corresponding to the proper trial batch. Find the table with the correct trial batch number by paging down through the worksheet. The trial batch number appears repeatedly in the yellow column at the far left of the worksheet in large black numbers. You don't need to fill out all the tables, only for the trial batches you have tested for moisture resistance.





































Total 1 1 1 1 1 1Voids 6.44 6.67 7.27 7.28 6.88 7.19

6 5 2 1 4 3 #VALUE!Wet 1 1 1Dry 1 1 1

Total 1 1 1 1 1 1Voids 6.56 6.51 7.74 7.78 7.00 6.93

5 6 2 1 3 4 #VALUE!Wet 1 1 1Dry 1 1 1

TotalVoids

#VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!WetDry

TotalVoids


TotalVoids


TotalVoids


TotalVoids


#VALUE!33

#VALUE!33

#VALUE!00

#VALUE!00

#VALUE!00

#VALUE!00

#VALUE!00

PERFORMANCE TESTING

1Date (mm/dd/yyyy): 2./21/09Project: Pilot CourseTech./Engr.: J. Doe

1Trial Batch No: 1Type of Performance Test: AMPT/Flow NumberDesign Traffic Level (million ESALs): 6

1Required Result / Units, Min. / Max.: 340

Test Result / Units 408

1 Comments: Passed test.

2Date (mm/dd/yyyy): 6/6/2006Project: pilotTech./Engr.: Doe

2Trial Batch No: 2Type of Performance Test: flow numberDesign Traffic Level (million ESALs): 6

2Required Result / Units, Min. / Max.: 555

Test Result / Units 444

2 Comments: failed

3Date (mm/dd/yyyy):Project:Tech./Engr.:

3Trial Batch No: 3Type of Performance Test:Design Traffic Level (million ESALs):

3Required Result / Units, Min. / Max.:

Test Result / Units

3 Comments:




Test Result / Units

4 Comments:




Test Result / Units

5 Comments:




Test Result / Units

6 Comments:




Test Result / Units

7 Comments:

cycles

cycles

Passed test.

cycles

cycles

failed

Help for Worksheet Performance

This worksheet is used to record performance test data, including data from the simple performance test, the asphalt pavement analyzer, and various other tests. To allow flexibility, all data here must be entered by the user. The results are summarized on the report.

Seven separate tables are included in this worksheet--one for each trial batch. You must enter your information in the table corresponding to the proper trial batch. Find the table with the correct trial batch number by paging down through the worksheet. You don't need to fill out all the tables, only for the trial batches you have tested for rut resistance.

Help for Worksheet Performance

This worksheet is used to record performance test data, including data from the simple performance test, the asphalt pavement analyzer, and various other tests. To allow flexibility, all data here must be entered by the user. The results are summarized on the report.

Seven separate tables are included in this worksheet--one for each trial batch. You must enter your information in the table corresponding to the proper trial batch. Find the table with the correct trial batch number by paging down through the worksheet. You don't need to fill out all the tables, only for the trial batches you have tested for rut resistance.

SHORT REPORT ON HMA MIX DESIGNDate (mm/dd/yyyy): Surface Course (yes/no): YesSelect Trial Blend No. 1 through 7 1 Traffic Level (million ESALs): 6.0Project: Pilot Course Ndesign: 100Tech./Engr.: J. Doe Compactor Type: PineNMAS (size in mm): 9.5 Angle Calibration Method: Not specified

Material Gsb Gsa Wt. % MIXTURE VOLUMETRIC PROPERTIESCrushed Stone 1 2.607 2.715 14.1Crushed Stone 1A 2.607 2.715 23.5 Specifications ValueMfg. Sand 2.575 2.718 11.3 Voids 3.5 to 4.5 5.4Natural Sand 2.597 2.711 7.5 VMA 15 to 17.0 16.8#N/A #N/A #N/A 0.0 Dust/Binder 0.8 to 1.6 #VALUE!#N/A #N/A #N/A 0.0#N/A #N/A #N/A 0.0 Vbe NA 11.4#N/A #N/A #N/A 0.0 VFA NA 67.7RSP No. 18 2.576 2.635 37.6#N/A #N/A #N/A 0.0#N/A #N/A #N/A 0.0#N/A #N/A #N/A 0.0

Total Asphalt Binder 5.95 Required Asphalt Binder Grade: PG-64-(25)-22New Asphalt Binder 3.89 Blended Asphalt Binder Grade:PG--3.46657487345569E+098-(-3.46657487345569E+098)-3.46657487345569E+098Aggregate Blend Effective Specfic Gravity: 2.279 New Asphalt Binder Grade: 58-(13)-28

AGGREGATE GRADATION OTHER AGGREGATE PROPERTIESPercent Passing:

Sieve Size, mm Min. Max. Blend Coarse Aggregate Specification Value50.000 100 100 0 CAFF, One Fracture Face, % 85 % Min. #VALUE!37.500 100 100 0 CAFF, Two Fractured Faces, % 80 % Min. #VALUE!25.000 100 100 0 Flat & Elong., % 10 % Max. #VALUE!19.000 100 100 0 #N/A #N/A12.500 100 100 0 #N/A #N/A9.500 90 100 04.750 32 90 0 Fine Aggregate2.360 32 67 0 FAA, Uncompacted Voids, % 40 % Min. #VALUE!1.180 2 67 0 Sand Eq., % 45 % Min. #VALUE!0.600 2 67 0 #N/A #VALUE!0.300 2 67 0 #N/A #VALUE!0.150 2 67 00.075 2 10 0.0

MOISTURE RESISTANCE (AASHTO T 283) ESTIMATED MIXTURE DYNAMIC MODULUS, PSI

TSR 0.81 Temperature, F:Visual Moisture Damage (0 = none, 5 = severe) 2 Freq., Hz 14 40 70 100 130Cracked and/or Broken Aggregate (yes/no) no 25 2,761,000 1,823,000 644,000 164,200 53,700

10 2,646,000 1,583,000 471,000 111,400 42,000Additive: None 5 2,546,000 1,394,000 364,000 83,700 37,000Dosage 1 2,264,000 963,000 190,000 48,000 32,100

0.5 2,119,000 794,000 142,000 40,600 31,4000.1 1,732,000 469,000 73,000 33,100 30,700

PERFORMANCE TESTING

Type of Performance Test: AMPT/Flow NumberDesign Traffic Level (million ESALs): 6Required Result / Units, Min. / Max.: 340 cycles

Test Result / Units 408 cycles

Comments: Passed test.

COMPLETE REPORT ON HMA MIX DESIGNDate (mm/dd/yyyy): 10/9/2009 Surface Course (yes/no): Yes

Trial Blend No. 1 Traffic Level (million ESALs): 6.0Project: Pilot Course Ndesign: 100Tech./Engr.: J. Doe Compactor Type: PineNMAS (size in mm): 9.5 Angle Calibration Method: Not specified

Material Gsb Gsa Wt. % MIXTURE VOLUMETRIC PROPERTIESCrushed Stone 1 2.607 2.715 14.1Crushed Stone 1A 2.607 2.715 23.5 Specifications ValueMfg. Sand 2.575 2.718 11.3 Voids 3.5 to 4.5 5.4Natural Sand 2.597 2.711 7.5 VMA 15 to 17.0 16.8#N/A #N/A #N/A 0.0 Dust/Binder 0.8 to 1.6 #VALUE!#N/A #N/A #N/A 0.0#N/A #N/A #N/A 0.0 Vbe NA 11.4#N/A #N/A #N/A 0.0 VFA NA 67.7RSP No. 18 2.576 2.635 37.6#N/A #N/A #N/A 0.0#N/A #N/A #N/A 0.0#N/A #N/A #N/A 0.0



Sieve Size, mm Min. Max. Blend Coarse Aggregate Specification Value50.000 100 100 0 CAFF, One Fracture Face, % 85 % Min. #VALUE!37.500 100 100 0 CAFF, Two Fractured Faces, % 80 % Min. #VALUE!25.000 100 100 0 Flat & Elong., % 10 % Max. #VALUE!19.000 100 100 0 #N/A #N/A12.500 100 100 0 #N/A #N/A9.500 90 100 04.750 32 90 0 Fine Aggregate2.360 32 67 0 FAA, Uncompacted Voids, % 40 % Min. #VALUE!1.180 2 67 0 Sand Eq., % 45 % Min. #VALUE!0.600 2 67 0 #N/A #VALUE!0.300 2 67 0 #N/A #VALUE!0.150 2 67 00.075 2 10 0.0


TSR 0.81 Temperature, F:Visual Moisture Damage (0 = none, 5 = severe) 2 Freq., Hz 14 40 70 100 130Cracked and/or Broken Aggregate (yes/no) no 25 2,761,000 1,823,000 644,000 164,200 53,700

10 2,646,000 1,583,000 471,000 111,400 42,000Additive: None 5 2,546,000 1,394,000 364,000 83,700 37,000Dosage 1 2,264,000 963,000 190,000 48,000 32,100

0.5 2,119,000 794,000 142,000 40,600 31,4000.1 1,732,000 469,000 73,000 33,100 30,700

PERFORMANCE TESTING

Type of Performance Test: AMPT/Flow NumberDesign Traffic Level (million ESALs): 6Required Result / Units, Min. / Max.: 340 cycles


Comments: Passed test.

Passed test.

Date (mm/dd/yyyy): 10/9/2009 Surface Course (yes/no): YesTrial Blend No. 2 Traffic Level (million ESALs): 6.0Project: Pilot Course Ndesign: 100Tech./Engr.: J. Doe Compactor Type: PineNMAS (size in mm): 9.5 Angle Calibration Method: Not specified

Material Gsb Gsa Wt. % MIXTURE VOLUMETRIC PROPERTIESWater Absorption 2.607 2.715 15.0Estimated Asphalt Abs. 2.607 2.715 10.0 Specifications Value0 2.575 2.718 20.0 Voids 3.5 to 4.5 3.3Estimated Aggregate Speci 2.597 2.711 15.0 VMA 15 to 17.0 100.00 #N/A #N/A 0.0 Dust/Binder 0.8 to 1.6 #VALUE!Coarse Aggregate #N/A #N/A 0.0CAFF, One Fracture Face, #N/A #N/A 0.0 Vbe NA 96.7CAFF, Two Fractured Face #N/A #N/A 0.0 VFA NA 96.7Flat & Elong., % 2.576 2.635 40.0

#N/A #N/A 0.0#N/A #N/A 0.0

0 #N/A #N/A 0.0

Total Asphalt Binder 0.00 Required Asphalt Binder Grade: PG-64-(25)-22New Asphalt Binder 0.00 Blended Asphalt Binder Grade: Err:522Aggregate Blend Effective Specfic Gravity: Err:522 New Asphalt Binder Grade: 58-(13)-28


Sieve Size, mm Min. Max. Blend Coarse Aggregate Specification Value50.000 100 100 0 0 85 % Min. #VALUE!37.500 100 100 0 0 80 % Min. #VALUE!25.000 100 100 0 0 10 % Max. #VALUE!19.000 100 100 0 #N/A #N/A12.500 100 100 0 #N/A #N/A9.500 90 100 04.750 32 90 0 Fine Aggregate2.360 32 67 0 0 40 % Min. #VALUE!1.180 2 67 0 0 45 % Min. #VALUE!0.600 2 67 0 0 #N/A #VALUE!0.300 2 67 0 0 #N/A #VALUE!0.150 2 67 00.075 2 10 0.0


TSR 0.94 Temperature, F:Visual Moisture Damage (0 = none, 5 = severe) 0 Freq., Hz 14 40 70 100 130Cracked and/or Broken Aggregate (yes/no) no 25 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

10 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!Additive: None 5 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!Dosage 1 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

0.5 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!0.1 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

PERFORMANCE TESTING

Type of Performance Test: flow numberDesign Traffic Level (million ESALs): 6Required Result / Units, Min. / Max.: 555 cycles


Comments: failed


Material Gsb Gsa Wt. % MIXTURE VOLUMETRIC PROPERTIES0 2.607 2.715 4.70 2.607 2.715 4.7 Specifications Value0 2.575 2.718 14.1 Voids 3.5 to 4.5 3.60 2.597 2.711 32.9 VMA 15 to 17.0 15.60 #N/A #N/A 0.0 Dust/Binder 0.8 to 1.6 #VALUE!0 #N/A #N/A 0.00 #N/A #N/A 0.0 Vbe NA 12.00 #N/A #N/A 0.0 VFA NA 76.90 2.576 2.635 37.60 #N/A #N/A 0.00 #N/A #N/A 0.00 #N/A #N/A 0.0





TSR #DIV/0! Temperature, F:Visual Moisture Damage (0 = none, 5 = severe) 0 Freq., Hz 14 40 70 100 130Cracked and/or Broken Aggregate (yes/no) 0.00 25 2,894,000 1,954,000 715,000 184,300 58,400

10 2,780,000 1,709,000 525,000 124,500 44,700Additive: 0 5 2,680,000 1,513,000 407,000 93,100 38,800Dosage 1 2,398,000 1,059,000 213,000 51,800 32,900

0.5 2,253,000 877,000 159,000 43,100 32,0000.1 1,861,000 523,000 81,000 34,100 31,200

PERFORMANCE TESTINGType of Performance Test: 0Design Traffic Level (million ESALs): 0Required Result / Units, Min. / Max.: 0 0

Test Result / Units 0 0

Comments: 0


Material Gsb Gsa Wt. % MIXTURE VOLUMETRIC PROPERTIES0 2.607 2.715 0.00 2.607 2.715 0.0 Specifications Value0 2.575 2.718 0.0 Voids 3.5 to 4.5 #N/A0 2.597 2.711 0.0 VMA 15 to 17.0 #DIV/0!0 #N/A #N/A 0.0 Dust/Binder 0.8 to 1.6 #DIV/0!0 #N/A #N/A 0.00 #N/A #N/A 0.0 Vbe NA #DIV/0!0 #N/A #N/A 0.0 VFA NA #DIV/0!0 2.576 2.635 0.00 #N/A #N/A 0.00 #N/A #N/A 0.00 #N/A #N/A 0.0

Total Asphalt Binder 0.00 Required Asphalt Binder Grade: PG-64-(25)-22New Asphalt Binder 0.00 Blended Asphalt Binder Grade: #DIV/0!Aggregate Blend Effective Specfic Gravity: #DIV/0! New Asphalt Binder Grade: Error




TSR #DIV/0! Temperature, F:Visual Moisture Damage (0 = none, 5 = severe) 0 Freq., Hz 14 40 70 100 130Cracked and/or Broken Aggregate (yes/no) 0.00 25 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

10 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!Additive: 0 5 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!Dosage 1 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!


PERFORMANCE TESTING

Type of Performance Test: 0Design Traffic Level (million ESALs): 0Required Result / Units, Min. / Max.: 0 0


Comments: 0



Total Asphalt Binder 0.00 Required Asphalt Binder Grade: PG-64-(25)-22New Asphalt Binder 0.00 Blended Asphalt Binder Grade: #DIV/0!Aggregate Blend Effective Specfic Gravity: #DIV/0! New Asphalt Binder Grade: ErrorAGGREGATE GRADATION OTHER AGGREGATE PROPERTIES

Percent Passing:Sieve Size, mm Min. Max. Blend Coarse Aggregate Specification Value50.000 100 100 0 0 85 % Min. #VALUE!37.500 100 100 0 0 80 % Min. #VALUE!25.000 100 100 0 0 10 % Max. #VALUE!19.000 100 100 0 #N/A #N/A12.500 100 100 0 #N/A #N/A9.500 90 100 04.750 32 90 0 Fine Aggregate2.360 32 67 0 0 40 % Min. #VALUE!1.180 2 67 0 0 45 % Min. #VALUE!0.600 2 67 0 0 #N/A #VALUE!0.300 2 67 0 0 #N/A #VALUE!0.150 2 67 00.075 2 10 0.0

MOISTURE RESISTANCE (AASHTO T 283) ESTIMATED MIXTURE DYNAMIC MODULUS, PSITSR #DIV/0! Temperature, F:Visual Moisture Damage (0 = none, 5 = severe) 0 Freq., Hz 14 40 70 100 130Cracked and/or Broken Aggregate (yes/no) 0.00 25 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!





Comments: 0












Comments: 0










PERFORMANCE TESTING

Type of Performance Test: 0Design Traffic Level (million ESALs): 0Required Result / Units, Min. / Max.: 0 0Test Result / Units 0 0Comments: 0

MODULUS CALCULATOR

1Trial Mix No.: 1

ESTIMATED BINDER MODULUS |G*| (PA): ESTIMATED MIXTURE MODULUS |E*| (PSI):

1Temperature, F Temperature, F:

Freq., Hz 14 40 70 100 130 Freq., Hz 14 40 70 100 130

125 2.63E+08 4.30E+07 3.04E+06 2.12E+05 1.92E+04 25 2,761,000 1,823,000 644,000 164,200 53,70010 2.08E+08 2.74E+07 1.60E+06 9.97E+04 8.53E+03 10 2,646,000 1,583,000 471,000 111,400 42,000

5 1.70E+08 1.90E+07 9.63E+05 5.56E+04 4.57E+03 5 2,546,000 1,394,000 364,000 83,700 37,000

11 9.80E+07 7.40E+06 2.79E+05 1.38E+04 1.04E+03 1 2,264,000 963,000 190,000 48,000 32,100

0.5 7.46E+07 4.76E+06 1.59E+05 7.42E+03 5.45E+02 0.5 2,119,000 794,000 142,000 40,600 31,4000.1 3.63E+07 1.59E+06 4.15E+04 1.72E+03 1.19E+02 0.1 1,732,000 469,000 73,000 33,100 30,700

Documents

companion Excel spreadsheet HMA toolonlinepubs.trb.org/.../nchrp/docs/NCHRP0… · XLS file · Web view · 2009-11-03S Mpa m-value Continuous Int. Temp. Grade Intermediate Temp