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Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks
February 2018
40600-RE-RPT-55079
Revision 0
February 2018 Traffic
Impact Study
Mott MacDonaldSuite 1888Bentall 5550 Burrard StreetVancouver BC V6C 2B5CanadaT +1 604 681 4400mottmac.com
Mott MacDonald Canada Ltd registered in Canada no. 2232292. Suite 301, 30 Duncan Street, Toronto, ON M5V 2C3
Mott MacDonald | Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks
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Issue and revision record
Revision Date Originator Checker Approver Description
Draft A 15-Sep-17 C. Au A. Wells S. Riddick Draft Issue to Client
A 5-Oct-17 A. Wells S. Riddick A. Smitten Issued with corrections
B 13-Oct-17 A. Wells S. Riddick S. Riddick Issued with replies to comments
C 24-Oct-17 A. Wells S. Riddick S. Riddick Draft Issue with client modifications
D 30-Nov-17 A. Wells S. Riddick S. Riddick Issued with corrections
E 8-Dec-17 A. Wells C. Au S. Riddick Re-Issued
F 09-Feb-18 A. Wells C. Au S. Riddick Re-Issued with client modifications
G 28-Feb-18 A. Wells C. Au S. Riddick Re-Issued after permitting review
Document reference: 387244-MMD-00-P0-RP-TE-0001
Information class: Standard
This document is issued for the party which commissioned it and for specific purposes connected with the above-
captioned project only. It should not be relied upon by any other party or used for any other purpose.
We accept no responsibility for the consequences of this document being relied upon by any other party, or being
used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied
to us by other parties.
This document contains confidential information and proprietary intellectual property. It should not be shown to other
parties without consent from us and from the party which commissioned it.
This report has been pr epared sol el y for use by the party which commissi oned it (the ‘Client’) i n connecti on with the capti oned proj ect. It should not be used for any other purpose. N o person other than the Client or any party who has expressl y agreed ter ms of r eliance with us (the ‘Reci pient(s)’) may rel y on the content, i nformati on or any vi ews expressed i n the repor t. We accept no duty of care, responsi bility or liability to any other r eci pient of thi s document. This r eport is confi denti al and contains pr opri etar y intell ectual property.
No representati on, warranty or under taki ng, expr ess or i mplied, is made and no responsi bility or liabil ity is accepted by us to any party other than the Cli ent or any Reci pient(s), as to the accuracy or completeness of the i nformati on contai ned i n this r eport. For the avoidance of doubt this r eport does not in any way purport to i nclude any legal , insur ance or fi nanci al advice or opi nion.
We disclai m all and any liability whether arising i n tort or contrac t or other wise which it might otherwise have to any party other than the Cli ent or the Reci pient(s), in r espect of this report , or any infor mation attri buted to i t.
We accept no r esponsibility for any error or omission i n the r eport which is due to an error or omission i n data, infor mation or statements supplied to us by other par ties incl udi ng the client (‘D ata’). We have not i ndependentl y verified such D at a and have assumed it to be accurate, complete, reli abl e and current as of the date of such infor mation.
Forecasts presented i n this document were pr epared usi ng Data and the report is dependent or based on D ata. Inevitabl y, some of the assumptions used to develop the for ecasts will not be realised and unantici pated events and circumstances may occur. C onsequentl yM ott MacDonal d does not guarantee or warr ant the concl usi ons contained i n the repor t as there are li kel y to be differ ences between the for ecas ts and the ac tual results and those di ffer ences may be material. Whil e we consi der that the infor mation and opini ons gi ven i n this r eport are sound all parti es must rel y on their own skill and j udgement when making use of it .
Under no circumstances may this report or any extr act or summar y ther eof be used in connection wi th any public or pri vate securities offering i ncluding anyrel ated memorandum or prospectus for anysecurities offering or stock exchange listing or announcement.
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Contents
Executive Summary 1
Introduction 2
1.1 Purpose of Report and Scope of Work 2
1.2 Methodology 2
Existing Conditions (2017) 3
2.1 Existing Road Network 3
2.2 Existing Pedestrian and Cycling Networks 6
2.3 Existing Transit Network 6
2.4 Existing Conditions Traffic Volumes 6
2.5 Existing Conditions Intersection Operations 8
2.6 Existing Conditions Rail Crossing Operations 9
Proposed Development 11
3.1 Project Description 11
3.2 Project Trip Generation 11
3.3 Project Trip Distribution and Assignment 12
Opening Day Conditions (2023) 13
4.1 Expected Road Network Changes 13
4.2 Opening Day Traffic Volumes 13
4.3 Opening Day Intersection Operations 14
4.4 Opening Day Rail Crossing Operations 15
Opening Day + Project Conditions 16
5.1 Project Changes on Road Network 16
5.2 Opening Day + Project Traffic Volumes 18
5.3 Opening Day + Project Intersection Operations 19
5.4 Opening Day + Project Rail Operations 20
Future Horizon Conditions (2030) 22
6.1 Expected Road Network Changes 22
6.2 Future Horizon Traffic Volumes 23
6.3 Future Horizon Intersection Operations 24
Future Horizon + Project Conditions 25
7.1 Project Changes on Road Network 25
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7.2 Future Horizon + Project Traffic Volumes 25
7.3 Future Horizon + Project Intersection Operations 26
Conclusion and Recommendations 28
Glossary 29
References 30
Appendices
A. Synchro Plots
B. Intersection Turning Movement Counts and Tube Counts Sheets
C. Level of Service Thresholds
D. Drawings
7
9
11
12
12
13
15
15
18
19
20
23
24
25
27
3
4
4
4
5
5
5
5
10
16
17
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Mott MacDonald | Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks
Tables
Table 1: Surveyed Peak-hour Turning Movements at Key Study Intersections
Table 2: Existing Intersection Conditions
Table 3: Total Project Staff Numbers
Table 4: Expected Staffing by Shift
Table 5: Project Trip Distribution
Table 6: Opening Day Intersection Volumes
Table 7: Opening Day Intersection Conditions
Table 8: Opening Day Rail Crossing Movements for each Robson Road crossing
Table 9: Opening Day + Project Intersection Volumes
Table 10: Opening Day + Project Intersection Conditions
Table 11: Opening Day + Project Rail Crossing Movements for Robson Road at Elevator
Road crossing assuming no grade separation
Table 12: Future Horizon Intersection Volumes
Table 13: Future Horizon Intersection Conditions
Table 14: Future Horizon + Project Intersection Volumes
Table 15: Future Horizon + Project Intersection Conditions
Figures
Figure 1: Project Location within Fraser River Trade Area
Figure 2: Technical Study Area Limits
Figure 3: Elevator Road
Figure 4: Robson Road
Figure 5: Timberland Road
Figure 6: Tannery Road
Figure 7: Pine Road
Figure 8: British Columbia Highway 17
Figure 9: Existing Road-Rail Crossing Locations
Figure 10: Opening Day + Project Proposed New Road Accesses
Figure 11: Road Layout with Phased approach to the Gateway 2030 FSD overpass
Figure 12: Opening Day + Project Road Network
Figure 13: Future Year Road Network
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22
Mott MacDonald | Traffic Impact Study 1 BHP Potash Export Facility at Fraser Surrey Docks
Executive Summary
BHP Billiton Canada Inc. (BHP) is considering a portion of the Fraser Surrey Docks (FSD) in
Surrey, British Columbia (BC), as a potential site for the construction of a proposed bulk potash
export facility (the Project).
This Traffic Impact Study describes the existing and predicted condition of the road and rail
traffic at the Project site in support of an application under the Vancouver Fraser Port Authority’s
Project and Environmental Review (PER) process.
The Traffic Impact Study evaluated the effects of the Project on the road traffic performance and
the road/rail crossings within the technical study area. The technical study area is the road
network between Elevator Road and the Tannery Road/Highway 17 Interchange
The Project will generate between 112 and 176 anticipated daily trips (as per Table 3
anticipated staffing numbers) and will not result in any additional truck traffic. The Project site
layout will necessitate realigning of the existing Timberland and Robson Roads.
Due to the different timelines of development within the technical study area, the effects of the
Project have been analysed over two horizon periods:
● 2023 – The Project Opening day – an interim scenario with a Rail Loop. Potash during this
stage will have a nominal rate estimated at 4 million tonnes per annum (MTPA); and
● 2030 – The Future Horizon – coinciding with the full build out of the FSD Rail Loop. Potash
during this stage will have a nominal rate estimated at 8 MTPA.
This Traffic Impact Study compared anticipated road and road/rail crossing conditions with and
without the Project for the two periods using existing traffic counts, anticipated Project traffic
growth figures and growth figures expected in the technical study area.
The Project will generate a minimal amount of additional traffic flowing into the road network.
The road traffic numbers generated by the Project and their effect on the greater network will
not merit any mitigative steps.
For the road crossing across Robson Road at Elevator Road, an increase of road blockages
would occur without mitigation. As such, one of the two overpass mitigation options identified in
this report will be implemented which will mitigate road blockages, allowing improved access to
Gunderson Slough and FSD.
BHP staff and emergency vehicle access into the rail loop will be restricted while a potash train
is unloading. Access into the loop will be maintained via the pedestrian overpass. In case of an
emergency, the train can be split to allow for vehicle entry into the rail loop.
The road traffic is not anticipated to grow sufficiently to require any geometrical or operational
changes to the current road infrastructure, beyond those associated with the Project itself.
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Introduction
BHP Billiton Canada Inc. (BHP) is considering a portion of the Fraser Surrey Docks (FSD) in
Surrey, British Columbia (BC), as a potential site for the construction of a potash export facility
(Project). FSD is an active port facility, with 63 hectares of yard area and seven berths, located
at 11060 Elevator Road in Surrey, BC, (see Figure 1), opposite the northern end of Annacis
Island and adjacent to the South Westminster Heights residential neighbourhood.
The Project site is located entirely on federal lands within the jurisdiction of the Vancouver
Fraser Port Authority (VFPA). Under the Canada Marine Act, S.C. 1998, c. 10, VFPA is
responsible for the administration, management, and control of land and water within its
jurisdiction. The Project and Environmental Review (PER) process applies to all proposed
physical works and activities on federal lands and waters that are partially or wholly within
VFPA’s jurisdiction.
This Traffic Impact Study (TIS) describes existing and anticipated conditions for the road traffic
within the technical study area in support of an application under the PER process.
1.1 Purpose of Report and Scope of Work
This TIS assesses the existing and projected traffic volumes, along with how the Project’s traffic
volumes and any changes to the transportation configuration caused by the Project may impact
the pre-Project road conditions. This TIS focuses largely on the effect of the additional traffic in
the immediate vicinity of the Project site and key network intersections at the opening day and
future horizons.
1.2 Methodology
Current day existing traffic volumes will be collected through surveys and then compiled into a
network model and analysed for performance. This will then be compared with the two future
year network models’ performances.
The forecast traffic volumes for each scenario will then be developed by building up the
network; accounting for known adjacent developments and the anticipated project generated trip
numbers.
The Synchro software program (Version 9.1) will be used to build traffic models for each
scenario using the assumed future road layouts, future background traffic and project generated
traffic. These can be found in Appendix A. The models will then be used to generate the
evaluative criteria to be analysed.
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Existing Conditions (2017)
2.1 Existing Road Network
The Project site at FSD is located within the Fraser River Trade Area (see Figure 1) in Surrey,
BC. Regional access to the Project is provided by the British Columbia Highway 17 along the
South Fraser Perimeter Road (SFPR) and there is a direct connection to the Highway through
the Tannery Road Interchange. Tannery Road also provides the primary connection to the
greater Surrey road network through intersections with Scott Road/120 Street and 104 Avenue.
The greater road network can also be reached through Old Yale Road via Pine Road. The
technical study area limits are defined in Figure 2 below.
Figure 1: Project Location within Fraser River Trade Area
Source: Google Maps
Mott MacDonald | Traffic Impact Study 4 BHP Potash Export Facility at Fraser Surrey Docks
Figure 2: Technical Study Area Limits
Source: Google Maps
The key roads included in the technical study area are:
Elevator Road: an east-west two-lane local road serving FSD primary non-truck entrance. It
also links Alaska Way to the rest of the road network. There is a queuing lane for truck traffic
entering FSD and space available on the north side of the street that trucks use to park while
waiting to access or depart FSD. However, when this lane is full, trucks frequently park on the
westbound lane resulting in through traffic needing to use the opposite lane. A direct road
connection to Highway 17 across the BNSF Railway Company mainline was recently closed, as
such all the traffic has been re-routed through the Tannery Road Interchange. (See Figure 3)
Figure 3: Elevator Road Figure 4: Robson Road
Robson Road: a northwest-southeast two-lane local road serving the Port of Vancouver
industrial lands in Surrey, which links Elevator Road to Timberland Road. The road has
entrances to FSD Container Truck Gate and Western Cleanwood Preservers property, and links
Elevator Road to the rest of the road network. At the southern end of the road there is an
additional northbound lane primarily used as truck parking, and there is also a southbound
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Highway 17
Robson Rd
Scott Rd / 120 Ave
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security lane, which is often used as a queuing lane for trucks at the approach to the FSD
entrance. (See Figure 4)
Timberland Road: a northeast-southwest two-lane road serving the Port of Vancouver
industrial lands in Surrey. Within the technical study area, it is a local road which links Robson
Road to Tannery Road. There are no queuing lanes, however, parking of trucks on the side of
the road has been observed, although not hindering through traffic. There are numerous traffic-
generating businesses along Timberland Road. (See Figure 5)
Figure 5: Timberland Road Figure 6: Tannery Road
Tannery Road: within the technical study area, is classified as a Provincial/Translink Highway,
linking Highway 17 with the Port of Vancouver industrial lands to the north of the highway and
the greater Surrey road network through intersections with Scott Road/120 Street and 104
Avenue to the south. The road has two lanes in each direction and left-turn and right turn slip
lanes at all intersections. There is strictly no parking along the road and it is designated as a
Truck Route. (See Figure 6)
Pine Road: a northwest-southeast two-lane collector road serving the Port of Vancouver
industrial lands in Surrey. The southern extent of the road contains the Longshoreman’ and
Warehousemen’s Union which generates constant traffic serving as a parking lot for many of the
members working in the area. (See Figure 7)
Figure 7: Pine Road Figure 8: British Columbia Highway 17
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British Columbia Highway 17 (aka South Fraser Perimeter Road): a four-lane Provincial
Highway that runs from Tsawwassen to Surrey, tying into Highway 1 and Highway 15. It is
classified as a Dangerous Goods Route. (See Figure 8)
Minor roads in the technical study area include:
● Plywood Road: a cul-de-sac that serves primarily as parking for FSD and Western
Cleanwood Preservers staff that ties into Robson Road, on the south side of the FSD
Container Truck Gate;
● Gunderson Road: a cul-de-sac that serves as an access to the businesses on the east side
of the Gunderson Slough and ties into Robson Road at the Elevator Road intersection;
● Alaska Way: a cul-de-sac that serves as an access to the businesses on the west side of the
Gunderson Slough and ties into Elevator Road;
● Dock Road: a cul-de-sac that serves as an access to businesses and ties into Timberland
Road.
2.2 Existing Pedestrian and Cycling Networks
There are poor pedestrian and cycling links in the technical study area. There are sidewalks on
a single side on both Tannery and Timberland Roads; however, these are not connected.
Robson and Elevator Roads do not have pedestrian facilities.
There are no cycling lanes or routes within the technical study area, although cyclists were
observed during the traffic counts.
2.3 Existing Transit Network
There are no existing public transit routes within the technical study area, or within five blocks.
2.4 Existing Conditions Traffic Volumes
There are three signalised intersections within the technical study area; these are the key study
intersections which are being monitored and modelled for this TIS. These intersections are:
● Pine Road and Tannery Road/Timberland Road
● Highway 17 Northbound (NB) On-Off Ramps and Tannery Road
● Highway 17 Southbound (SB) On-Off Ramps and Tannery Road
To ascertain the existing weekday morning (AM) and afternoon (PM) peak hour traffic
conditions, weekday turning movement counts were collected at the above three intersections
and are included in Appendix B.
Traffic counts at the study intersections were conducted on Thursday, August 17, 2017 from
6:30 to 9:30 AM and 2:00 to 6:00 PM. The existing weekday AM and PM peak hour traffic
volumes at the study intersections are shown in Table 1.
Based on the counts, the AM peak hour occurred between 6:30 and 7:30 AM for all three
intersections. The PM peak hour occurred:
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● between 3:00 and 4:00 PM at
– the Pine Road and Tannery Road/Timberland Road intersection; and
– the Highway 17 SB On-Off Ramps and Tannery Road intersection;
● between 3:30 and 4:30 PM at
– the Highway 17 NB On-Off Ramps and Tannery Road intersection.
For consistency, the 3:00 to 4:00 PM traffic counts will be considered as the NB On-Off Ramp
intersection and the numbers generated in this time interval will be used in the modelling efforts
and to calculate future horizon conditions.
Table 1: Surveyed Peak-hour Turning Movements at Key Study Intersections
Intersection Lane AM All movements
PM All movements
Pine Road & Tannery Road – Timberland
Road
EBL 5 9
EBT 58 250
EBR 1 3
WBL 96 147
WBT 271 98
WBR 36 42
NBL 34 38
NBT 0 0
NBR 183 158
SBL 30 38
SBT 0 0
SBR 11 9
Highway 17 NB On-Off Ramps &
Tannery Road
EBL 16 60
EBT 238 488
EBR n/a n/a
WBL n/a n/a
WBT 811 363
WBR 145 85
NBL 143 109
NBT 89 70
NBR 200 584
SBL n/a n/a
SBT n/a n/a
SBR n/a n/a
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Intersection Lane AM All movements
PM All movements
Highway 17 SB On-Off Ramps &
Tannery Road
EBL n/a n/a
EBT 151 343
EBR 120 103
WBL 631 240
WBT 323 232
WBR n/a n/a
NBL n/a n/a
NBT n/a n/a
NBR n/a n/a
SBL 103 205
SBT 1 1
SBR 80 55 The following industry standard acronyms are used in turning movement tables: EBL – Eastbound Left; EBT – Eastbound Through. EBR – Eastbound Right; WBL – Westbound Left; WBT – Westbound Through; WBR – Westbound Right; NBL – Northbound Left; NBT – Northbound Through; NBR – Northbound Right; SBL – Southbound Left; SBT – Southbound Through; SBR – Southbound Right
To supplement the intersection traffic data, tube traffic data was also collected at Robson Road
North of Elevator Road and Timberland Road at Catalyst Rail Crossing from Tuesday, August
15, 2017 to Monday, August 21, 2017. The complementary data set was used to provide a
more complete picture of the existing traffic within the technical study area and furthermore was
used to validate trends identified based on the intersection count data.
Key findings include:
● AM and PM traffic peaks at Timberland Road location match intersection counts, however
the hourly traffic patterns at Robson Road location show no signs of an AM peak and a less
distinct PM peak. This indicates the traffic purpose is different in this area;
● Overall traffic peaks are largely in line with those observed for car traffic. Truck traffic is more
evenly distributed throughout the day with a flatter distribution curve with a sustained peak
period between 8 AM and 4 PM;
● Over the course of the week there is a large imbalance between westbound and eastbound
truck movements; and
● Truck traffic is limited during the AM peak which is largely attributed to the amount of
personal car trips by workers beginning day shifts in the various industrial properties in the
area.
2.5 Existing Conditions Intersection Operations
Intersection traffic operations were evaluated on several measures of traffic performance
including:
● Level of Service (LOS) values ranging from LOS A (no delays) to LOS F (fully saturated) (a
definition table for LOS values can be found in Appendix C);
● Average delays per movement; and
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● Volume-to-capacity (v/c) ratio.
The Synchro software program (Version 9.1) was utilised to calculate the LOS values, average
delays and v/c ratios for the study intersections. The results are based on signal timing plans
provided by the British Columbia Ministry of Transportation and Infrastructure and the City of
Surrey.
Weekday AM and PM peak hour intersection levels of service are summarised in Table 2 for the
three key study intersections and the two major unsignalised intersections in the technical study
area.
Key findings include:
● All intersections currently operate at adequate levels (LOS A or B) during both the AM and
PM peak periods; and
● No movements have been highlighted as a critical movement (LOS D or higher or a v/c ratio
over 0.75).
Table 2: Existing Intersection Conditions
Intersection Control Type
AM Peak 6:30 - 7:30
PM Peak 3:00 - 4:00
LOS (Average Delay
in seconds)
LOS (Average Delay
in seconds)
Highway 17 NB Ramp / Tannery
Signalised B
(12.2) B
(10.7)
Highway 17 SB Ramp / Tannery
Signalised B
(15.0) B
(18.8)
Timberland / Tannery Signalised A
(9.3) A
(9.2)
Plywood / Robson Free / Yield A
(0.0) A
(1.2)
Elevator / Robson Free / Yield A
(0.0) A
(0.3)
2.6 Existing Conditions Rail Crossing Operations
There are currently 10 rail crossings within the technical study area as shown in Figure 9
below.
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Figure 9: Existing Road-Rail Crossing Locations
1. Single track crossing of Elevator Road at Alaska Way; unsignalised and unsigned, currently
out of service;
2. Single track crossing of Robson Road at Elevator Road, with railway crossing and stop signs
but no crossing signals. Crossing is currently used up to seven times per day. The average
crossing movement is a string of up to 11 cars and a locomotive and the road is blocked for
approximately three minutes per movement;
3. Single track crossing of Robson Road at Plywood Road, with railway crossing and stop signs
but no crossing signals. Crossing is currently used up to seven times per day. The average
crossing movement is a string of up to 11 cars and a locomotive and the road is blocked for
approximately three minutes per movement;
4. Single track crossing of Timberland Road serving FSD Container Yard, with railway crossing
and stop signs but no crossing signals. Crossing is used irregularly;
5. Double track crossing of Timberland Road serving FSD Shed 6, with railway crossing and
stop signs but no crossing signals. Crossings are used irregularly most often with very short
strings of rail cars or only for locomotive repositioning;
6. Single track crossing of Timberland Road serving Catalyst Paper corporation, with railway
crossing and stop signs but no crossing signals. The crossing is currently used up to twice a
day. Average crossing movement involves the spotting of approximately 15 cars into tracks
and then retrieving the cars. Each train crossing movement can block Timberland Road
traffic for up to 10 minutes;
7. Single track crossing of Timberland Road serving Seaspan property, with railway crossing
signs only; intermittent service;
8. Single track crossing of Timberland Road serving Seaspan property, with railway crossing
signs only; intermittent service;
9. Single track crossing of Timberland at Manson Canal, with railway crossing and stop signs
and crossing signals. The track provides access to the Southern Railway of British Columbia
(SRY) yard from the SRY mainline and is heavily used in SRY switching operations. The
crossing is blocked at irregular occurrences for varying lengths of time; and
10. Single track crossing of Pine Road at Timberland Road. The signal is fully gated and
signalised which is a Transport Canada requirement due to its proximity to a major
intersection. The track is heavily used in SRY switching operations and is blocked at
irregular occurrences for varying lengths of time.
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Proposed Development
3.1 Project Description
The proposed Project includes:
● A new rail car unloading station;
● A potash storage building, the installation of a shiploader and seismic improvements, and a
covered conveyor system connecting the storage building, rail car unloading station and
shiploader;
● A new rail loop and access roads.
Because of the different timeline milestones for the various developments in the technical study
area, this traffic assessment will look at the Project based on two distinct points in the future, as
the effects of the traffic network will be different for both scenarios.
1. 2023 Opening Day (with and without Project): nominal rate of 4 million tonnes per annum
(MTPA)
2. 2030 Future Horizon (with and without Project) nominal rate of 8 MTPA of potash
It is expected that there will be significant changes to the road and rail network within the
technical study area between 2023 and 2030. This will lead to two very different traffic impact
scenarios, both of which require analysis.
3.2 Project Trip Generation
Trip generation numbers were provided by Ausenco, and based on current patterns, anticipated
employee numbers and shift timings.
Table 3 shows the total anticipated staffing numbers for the terminal used in the traffic impact
assessment.
Table 4 shows the current and anticipated number of staff per shift.
Table 3: Total Project Staff Numbers
Description Base Case High Automation
Operations 40-50 24-30
Maintenance 24-26 22-24
Management (Office) 12-14 12-14
Total FTE 76-88 56-68
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Table 4: Expected Staffing by Shift
Description Day Shift Night Shift Graveyard Shift
Operations 6-10 6-10 6-10
Maintenance 10-12 2-4 2-4
Management (Office) 10-14 0-2 0-2
Total Per Shift 26-36 8-16 8-16
3.3 Project Trip Distribution and Assignment
The Project trip distribution was estimated based on existing traffic patterns as observed in the
intersection turning counts. Given that the make-up of Project traffic, reflecting existing peak
time traffic patterns, is predominantly private vehicles (cars) rather than truck traffic, it is safe to
assume that the distribution of trips will mirror that seen in the existing technical study area. The
Project trip distribution is summarised in Table 5.
Table 5: Project Trip Distribution
To/From Percentage of Traffic
West via Tannery Road 49%
North via Highway 17 17%
South via Highway 17 31%
North via Pine Road 3%
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Opening Day Conditions (2023)
4.1 Expected Road Network Changes
Based on the current Project design, for the opening day, there is one expected change to the
road network from the existing scenario, Fraser Grain Terminals (FGT) is expected to be
functional by this point and will have a new entrance on Robson Road. FSD Coal operations are
also assumed to be ongoing, however this will not result in any modifications to the road
network.
The current rail crossing of Robson Road at Elevator Road and Plywood Road, both with a
single track, will be replaced with double-tracked crossings at both locations to accommodate
the additional train volumes produced by the two new operations.
4.2 Opening Day Traffic Volumes
Traffic volumes were adjusted to reflect the opening day conditions. Changes consist of the
additional trips generated from the new FGT facility and the expansion within FSD for the new
Coal Export Facility. The opening day weekday AM and PM peak hour traffic volumes at the
study intersections are shown in Table 6.
Table 6: Opening Day Intersection Volumes
Intersection Lane AM PM
All movements All movements
Pine Road & Tannery Road – Timberland
Road
EBL 5 9
EBT 64 265
EBR 1 3
WBL 96 147
WBT 289 107
WBR 36 42
NBL 34 38
NBT 0 0
NBR 183 158
SBL 30 38
SBT 0 0
SBR 11 9
Mott MacDonald | Traffic Impact Study 14 BHP Potash Export Facility at Fraser Surrey Docks
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Intersection Lane AM PM
All movements All movements
Highway 17 NB On-Off Ramps &
Tannery Road
EBL 18 65
EBT 240 493
EBR n/a n/a
WBL n/a n/a
WBT 817 366
WBR 145 85
NBL 149 112
NBT 89 70
NBR 200 584
SBL n/a n/a
SBT n/a n/a
SBR n/a n/a
Highway 17 SB On-Off Ramps &
Tannery Road
EBL n/a n/a
EBT 155 353
EBR 122 108
WBL 631 240
WBT 335 238
WBR n/a n/a
NBL n/a n/a
NBT n/a n/a
NBR n/a n/a
SBL 103 205
SBT 1 1
SBR 86 58
4.3 Opening Day Intersection Operations
Anticipated weekday AM and PM peak hour intersection levels of service for the opening day
are summarised below in Table 7.
Similar to the existing conditions, key findings include:
● All intersections operate at adequate levels (LOS A or B) during both the AM and PM peak
periods;
● No movements have been highlighted as a critical movement (LOS D or higher or a v/c ratio
over 0.75); and
● No changes to the LOS grades of any of the intersections.
Mott MacDonald | Traffic Impact Study 15 BHP Potash Export Facility at Fraser Surrey Docks
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Table 7: Opening Day Intersection Conditions
Intersection Control Type
AM Peak 6:30 - 7:30
PM Peak 3:00 - 4:00
LOS (Average Delay in
seconds)
LOS (Average Delay in
seconds)
Highway 17 NB Ramp / Tannery
Signalised B
(13.6) B
(11.0)
Highway 17 SB Ramp / Tannery
Signalised B
(14.9) B
(18.9)
Timberland / Tannery Signalised A
(9.4) A
(9.3)
Plywood / Robson Free / Yield A
(0.0) A
(2.3)
Elevator / Robson Free / Yield A
(0.0) A
(0.3)
4.4 Opening Day Rail Crossing Operations
The minimal increase in road traffic expected by opening day will not affect the road crossing
operations. However, the new rail operations at FGT and FSD for the new grain and coal
facilities will result in an increase of rail movements which will block both sets of crossings along
Robson Road as documented in Table 8.
Table 8: Opening Day Rail Crossing Movements for each Robson Road crossing
Train Operation Time blocked per
movement
Average Movements per
Day
Total Blockage per
Avg Day
2017 Total Blockage per
Avg Day
Grain Facility at FSD 3 mins 7 21 mins 21 mins
Coal Facility at FSD 5 mins 6 30 mins 0 min
Grain Facility at FGT 4 mins 6 24 mins 0 min
Total 18 75 mins 21 mins
The anticipated blockages caused by rail movements along Robson Road will be up 257% from
current levels. These rail operations will generally occur concurrently with day shifts during the
hours of 7 AM to 4 PM. With two level crossings along Robson Road, each crossing being
blocked 75 minutes per day, this means that during those nine hours, there will be over two
hours’ worth of crossing blockage, which gives vehicles a 28% chance of being blocked by a
train.
Mott MacDonald | Traffic Impact Study 16 BHP Potash Export Facility at Fraser Surrey Docks
Opening Day + Project Conditions
5.1 Project Changes on Road Network
For the opening day with the Project conditions, two additional road accesses will be considered
for the Project site inside the inner loop track area as documented in Figure 10 below. It is
expected that the Operations staff will enter the site via these accesses. Maintenance and
Management staff are anticipated to use the existing Elevator Road entrance to FSD.
The new access points for the Operations staff into the inner loop track area will both cross
railway tracks:
● The access adjacent to the dumper will be blocked whenever a potash train is being
unloaded; and
● The western access will be temporarily blocked during the dumping process, until
approximately 124 cars have been unloaded, after when the crossing will be cleared.
It is anticipated that the Project nominal rate at this point will be 4 MTPA.
Figure 10: Opening Day + Project Proposed New Road Accesses
Robson Road will need to be realigned to fit the new rail loop for the Project which would require
the relocation of the rail crossings. However, upwards of 12 hours of blockage in a single day
can be anticipated due to the increase in train volumes and potential rail scheduling
inconsistencies. As such, it has been identified that grade separation over the tracks adjacent to
Elevator Road will be required for the opening day, replacing the current crossing of Robson
Road near Elevator Road. The current crossing of Robson Road near Plywood Road, will only
be subject to grain rail traffic, it can either be relocated without grade separation or also be
grade-separated.
387244-MMD-00-P0-RP-TE-0001 | February 2018
Mott MacDonald | Traffic Impact Study 17 BHP Potash Export Facility at Fraser Surrey Docks
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Two overpass mitigation options have been proposed:
● The FSD Gateway 2030 overpass, which will include two overpasses over FSD tracks and
will tie-in directly to the SFPR, this layout can be seen on drawing 40600-LO-DWG-00157-A
in Appendix D; and
● The Phased approach to the Gateway 2030 FSD overpass, which will only include an
overpass over the tracks adjacent to Elevator Road, this layout can be seen on drawing
40600-LO-DWG-00129-A in Appendix D and in Figure 11 below.
Both overpasses proposed eliminate the conflict between road and rail traffic at Elevator Road.
The conflict at the Plywood crossing will only remain in the case of the Phased approach, as it
will still be an at-grade crossing. Road access into the loop while a potash train is unloading will
remain temporarily impeded. Reconfiguration of the Elevator Road, Robson Road and Alaska
Way intersections are required.
Figure 11: Road Layout with Phased approach to the Gateway 2030 FSD overpass
The road designs are conceptual and have not been finalised at this stage of the Project. The
assumptions made by the team are based on the designs associated with drawing “Figure 1”
which can be found in Appendix D. Figure 12 shows the road layout assumed for the modelling
purposes of this study.
Mott MacDonald | Traffic Impact Study 18 BHP Potash Export Facility at Fraser Surrey Docks
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Figure 12: Opening Day + Project Road Network
Notes: A more detailed road network layout can be found in Synchro plots in Appendix A
5.2 Opening Day + Project Traffic Volumes
Traffic volumes were adjusted to reflect the opening day with Project conditions. Changes
compared to the opening day conditions consist of the additional staff trips generated from the
Project as discussed in Section 3. The opening day with Project weekday AM and PM peak
hour traffic volumes at the study intersections are shown in Table 9.
Table 9: Opening Day + Project Intersection Volumes
Intersection Lane AM PM
All movements All movements
Pine Road & Tannery Road – Timberland
Road
EBL 5 9
EBT 74 286
EBR 1 3
WBL 96 147
WBT 307 142
WBR 36 42
NBL 34 38
NBT 0 0
NBR 183 158
SBL 30 38
SBT 0 0
SBR 11 9
Highway 17 NB On-Off Ramps &
Tannery Road
EBL 21 72
EBT 242 500
EBR n/a n/a
WBL n/a n/a
WBT 824 378
WBR 145 85
NBL 155 123
NBT 89 70
NBR 200 584
SB n/a n/a
Mott MacDonald | Traffic Impact Study 19 BHP Potash Export Facility at Fraser Surrey Docks
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Intersection Lane AM PM
All movements All movements
Highway 17 SB On-Off Ramps &
Tannery Road
EBL n/a n/a
EBT 161 367
EBR 126 115
WBL 631 240
WBT 348 261
WBR n/a n/a
NB n/a n/a
SBL 103 205
SBT 1 1
SBR 92 70
5.3 Opening Day + Project Intersection Operations
Anticipated weekday AM and PM peak hour intersection levels of service for the opening day
with Project are summarised below in Table 10.
Similar to the existing conditions, key findings include:
● All intersections operate at adequate levels (LOS A or B) during both the AM and PM peak
periods;
● No movements have been highlighted as a critical movement (LOS D or higher or a v/c ratio
over 0.75); and
● No changes to the LOS grades of any of the intersections.
Table 10: Opening Day + Project Intersection Conditions
Intersection Control Type
AM Peak 6:30 - 7:30
PM Peak 3:00 - 4:00
LOS (Average Delay
in seconds)
LOS (Average Delay
in seconds)
Highway 17 NB Ramp / Tannery
Signalised B
(13.9) B
(11.5)
Highway 17 SB Ramp / Tannery
Signalised B
(15.7) B
(18.8)
Timberland / Tannery Signalised A
(9.5) A
(9.4)
Plywood / Robson Free / Yield A
(0.0) A
(1.8)
Elevator / Robson Free / Yield A
(0.4) A
(2.3)
Mott MacDonald | Traffic Impact Study 20 BHP Potash Export Facility at Fraser Surrey Docks
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5.4 Opening Day + Project Rail Operations
The Project will include the completion of a new rail loop. This will in turn require changes to the
existing track configuration within the Port Authority Rail Yard (PARY) and at FSD.
As per drawing “Figure 1”,which can be found in Appendix D, the new potash tracks within the
PARY will be constructed where FGT grain tracks are located in the FGT permit application.
Furthermore, the potash rail loop track will conflict with the preceding coal rail loop and the
current rail loop used by grain trains unloading at the JV facility at FSD. These conflicts have
been discussed with the other rail stakeholders although these changes have yet to be finalised.
These changes will be addressed in a separate project.
For the purposes of this study, it has been assumed that:
● the FGT grain operations will be moved onto other tracks and unloaded in cuts of 19 cars;
● the coal train operation will modify their track layout to run alongside the potash rail loop
track and be unloaded in cuts of 25 cars; and
● the JV operation will continue unloading short strings of 11 cars.
During the concept stages of the project, a short study was undertaken to justify the inclusion of
an overpass. The key metric that needed investigating was the time during which the road traffic
would have been blocked at the crossings due to train operations, and in particular, unloading
operations, where there would be no opportunity to split the train in sections. It was assumed
that the at-grade crossings would be retained in the same location as per existing conditions.
For the purposes of this study, it was assumed that coal, potash and grain trains at FSD would
only use the Robson Road rail crossing at Elevator Road only, while grain trains at FGT would
continue using both Robson Road crossings. The outcomes of the blockage study for the
crossing at Elevator Road are described in Table 11 below.
Table 11: Opening Day + Project Rail Crossing Movements for Robson Road at Elevator Road crossing assuming no grade separation
Train Operation Time blocked per movement
Average Movements per Day
Total Blockage per Avg Day
Grain Facility at FSD 3 mins 6 18 mins
Coal Facility at FSD 5 mins 12 60 mins
Grain Facility at FGT 4 mins 6 24 mins
Potash Facility at FSD 6 h 05 mins 0.63 3 h 50 mins
Train incoming, setting up and unloading first 60 cars
2h 42 mins 0.63
Train unloading final 21 cars, testing, inspection and departure
3h 23 mins 0.63
Maximum Total 5 h 32 mins
The Robson Road crossing at Elevator Road would have been blocked almost five and a half
hours per day, which represents an increase of over four hours a day compared to the amount
of rail-related crossing blockages without the Project. The increased length of blocking time is
Mott MacDonald | Traffic Impact Study 21BHP Potash Export Facility at Fraser Surrey Docks
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due to the potash unit train unloading operations and required changes to the grain and coal facility operating plans. Furthermore, the blockage time could have risen to 12 hours had multiple potash trains required dumping in a single day. Potash trains were expected to block the crossing during the first hour and 50 minutes of the dumping operation. The crossing would have remained blocked during the unloading setup and while unloading the first 60 cars, approximately.
Robson road is part of the emergency access for the properties along Alaska Way, as such a worst-case scenario of a 12-hour blockage and an average daily crossing blockage of 5 and a half hours a day are unacceptable. The mitigation options proposed will alleviate the blockages and will allow for unimpeded emergency access.
If it is to remain, the Robson Road crossing at Plywood Road will be blocked only 25 minutes per day, while unloaded grain cars are being switched from FGT to the PARY yard. This will represent a reduction in blockages of approximately 45 minutes a day, as the FSD coal and grain rail traffic will no longer use this crossing.
The Project site entrances into the inner loop will be blocked during the unloading process, only affecting BHP operations. The access adjacent to the potash unloading facility will be blocked as long there is a potash train unloading. The western access will be blocked while the first 130 cars are being unloaded. During that period, approximately four hours per operation, vehicle access into the loop containing the storage sheds and conveyors will be impeded. In the event of an emergency, pedestrian access will remain via the pedestrian overpass and the train may be split to allow for vehicle access.
Mott MacDonald | Traffic Impact Study 22 BHP Potash Export Facility at Fraser Surrey Docks
Future Horizon Conditions (2030)
6.1 Expected Road Network Changes
For the future horizon, expected road network changes as per Figure 13 include:
● All FSD railway crossings will be converted to being fully grade separated, as such there will
be no road blockages caused by rail operations;
● Robson Road will have to be realigned due to inclusion of two overpasses:
– FSD Gateway 2030 overpass, crossing the tracks at Plywood Road and linking FSD
directly to Highway 17; and
– The Phased approach to the Gateway 2030 FSD overpass, crossing the tracks at
elevator Road;
● A new entrance into FSD along FSD Gateway 2030 overpass, at the existing Plywood Road
location will be built;
● Additional on-off ramps connecting Highway 17 to Robson Road at FSD Gateway 2030
overpass intersection at Plywood Road will be constructed, these connections will be NB off
and SB on;
● Alaska Road / Elevator Road / Gunderson Road intersection (if not completed in 2023) will
be reconfigured; and
● An additional intersection leading into the FGT and Western Cleanwood Preservers
properties (if not completed in 2023) will be required.
Figure 13: Future Year Road Network
It should be noted that the road designs are conceptual and have not been finalised at this
stage of the Project. The assumptions made by the team are based on the designs associated
with drawings 1856-001.01-Figure 1 and 40600-LO-DWG-00157-A (both drawings can be found
in Appendix D).
387244-MMD-00-P0-RP-TE-0001 | February 2018
Mott MacDonald | Traffic Impact Study 23 BHP Potash Export Facility at Fraser Surrey Docks
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6.2 Future Horizon Traffic Volumes
Traffic volumes were adjusted to reflect the future horizon conditions. Changes include
redistribution of traffic to correspond to the new road configuration. The future horizon weekday
AM and PM peak hour traffic volumes at the study intersections are shown in Table 12.
Table 12: Future Horizon Intersection Volumes
Intersection Lane AM PM
All movements All movements
Pine Road & Tannery Road – Timberland
Road
EBL 5 9
EBT 52 241
EBR 1 3
WBL 96 147
WBT 212 88
WBR 36 42
NBL 34 38
NBT 0 0
NBR 183 158
SBL 30 38
SBT 0 0
SBR 11 9
Highway 17 NB On-Off Ramps &
Tannery Road
EBL 18 65
EBT 240 493
EBR n/a n/a
WBL n/a n/a
WBT 817 366
WBR 145 85
NBL 72 93
NBT 89 70
NBR 200 584
SBL n/a n/a
SBT n/a n/a
SBR n/a n/a
Highway 17 SB On-Off Ramps &
Tannery Road
EBL n/a n/a
EBT 155 353
EBR 110 84
WBL 631 240
WBT 258 219
WBR n/a n/a
NBL n/a n/a
NBT n/a n/a
NBR n/a n/a
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Intersection Lane AM PM
All movements All movements
Highway 17 SB On-Off Ramps &
Tannery Road
SBL 103 205
SBT 1 1
SBR 86 58
6.3 Future Horizon Intersection Operations
Anticipated weekday AM and PM peak hour intersection levels of service for the future horizon
are summarised below in Table 13.
Similar to the existing conditions, key findings include:
● All intersections operate at adequate levels (LOS A or B) during both the AM and PM peak
periods;
● No movements have been highlighted as a critical movement (LOS D or higher or a v/c ratio
over 0.75); and
● No changes to the LOS grades of any of the intersections
Table 13: Future Horizon Intersection Conditions
Intersection Control Type
AM Peak 6:30 - 7:30
PM Peak 3:00 - 4:00
LOS (Average Delay in
seconds)
LOS (Average Delay in
seconds)
Highway 17 NB Ramp / Tannery
Signalised B
(11.5) B
(10.7)
Highway 17 SB Ramp / Tannery
Signalised B
(15.5) B
(19.4)
Timberland / Tannery Signalised A
(9.0) A
(9.2)
Plywood / Robson/ Hwy 17
Free / Yield A
(7.9) A
(8.1)
Elevator / Robson Free / Yield A
(0.0) A
(2.1)
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Future Horizon + Project Conditions
7.1 Project Changes on Road Network
For the future horizon with Project conditions, the expected changes to the road network layout
are the same as the future horizon changes as discussed in Section 6.1, albeit with the Project
volumes added.
Operations, Maintenance and Management staff are all expected to enter the site using the new
entrance into the rail loop.
There are no additional changes to the road network that would be required due to the inclusion
of the Project.
It is anticipated that the Project nominal rate at this point will be 8 MTPA. Road designs are
conceptual and have not been finalised at this stage of the Project. Substantial changes to the
preliminary plan assumed by the study team will impact on the correctness of this section of the
study.
7.2 Future Horizon + Project Traffic Volumes
Traffic volumes were adjusted to reflect the future horizon with Project conditions at 8 MTPA.
Changes include redistribution of traffic to correspond to the new road configuration. The future
horizon with Project weekday AM and PM peak hour traffic volumes at the study intersections
are shown in Table 14.
Table 14: Future Horizon + Project Intersection Volumes
Intersection Lane AM PM
All movements All movements
Pine Road & Tannery Road – Timberland
Road
EBL 5 9
EBT 60 256
EBR 1 3
WBL 96 147
WBT 224 89
WBR 36 42
NBL 30 38
NBT 0 0
NBR 11 158
SBL 34 38
SBT 0 0
SBR 183 9
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Intersection Lane AM PM
All movements All movements
Highway 17 NB On-Off Ramps &
Tannery Road
EBL 21 72
EBT 243 500
EBR n/a n/a
WBL n/a n/a
WBT 823 368
WBR 145 85
NBL 72 89
NBT 89 70
NBR 200 584
SBL n/a n/a
SBT n/a n/a
SBR n/a n/a
Highway 17 SB On-Off Ramps &
Tannery Road
EBL n/a n/a
EBT 161 367
EBR 112 85
WBL 631 240
WBT 264 217
WBR n/a n/a
NBL n/a n/a
NBT n/a n/a
NBR n/a n/a
SBL 103 211
SBT 1 1
SBR 92 61
7.3 Future Horizon + Project Intersection Operations
Anticipated weekday AM and PM peak hour intersection levels of service for the future horizon
with Project are summarised below in Table 15.
Similar to the existing conditions, key findings include:
● All intersections operate at adequate levels (LOS A or B) during both the AM and PM peak
periods;
● No movements have been highlighted as a critical movement (LOS D or higher or a v/c ratio
over 0.75); and
● No changes to the LOS grades of any of the intersections
Mott MacDonald | Traffic Impact Study 27 BHP Potash Export Facility at Fraser Surrey Docks
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Table 15: Future Horizon + Project Intersection Conditions
Intersection Control Type
AM Peak 6:30 - 7:30
PM Peak 3:00 - 4:00
LOS (Average Delay in
seconds)
LOS (Average Delay in
seconds)
Highway 17 NB Ramp / Tannery
Signalised B
(11.6) B
(10.8)
Highway 17 SB Ramp / Tannery
Signalised B
(16.3) B
(19.8)
Timberland / Tannery Signalised A
(9.0) A
(9.2)
Plywood / Robson/ Hwy 17
Free / Yield A
(8.0) A
(8.4)
Elevator / Robson Free / Yield A
(0.0) A
(1.9)
Mott MacDonald | Traffic Impact Study 28 BHP Potash Export Facility at Fraser Surrey Docks
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Conclusion and Recommendations
The Project will generate a minimal amount of additional traffic flowing into the road network.
The road traffic numbers generated by the Project and their effect on the greater network will
not merit any mitigative steps.
Either the Phased approach to the Gateway 2030 FSD overpass or the full FSD Gateway 2030
overpass will be required to remove potential road/rail blockages created by the new facility at
the Project site and negate the adverse impacts of the increase in rail traffic on the road
network. One of the two grade-separation solutions will be implemented, in which case existing
road users will not experience any additional delays arising from trains generated by the Project
The road traffic is not anticipated to grow sufficiently to require any geometrical or operational
changes to the current road infrastructure, beyond those associated with the Project itself.
The new rail alignment proposed for the Project will conflict with the other existing operations
that have currently been submitted for permitting. To accommodate the Project, the existing
facilities would need to modify their unloading operations.
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Glossary
Acronym Definition
BC British Columbia
FSD Fraser Surrey Docks
FGT Fraser Grain Terminal
LOS level of service
NB northbound
PARY Port Authority Rail Yard
PER Project and Environmental Review
SB southbound
SFPR South Fraser Perimeter Road
TIS Traffic Impact Study
VFPA Vancouver Fraser Port Authority
v/c ratio volume-to-capacity ratio
Symbol,
Unit of
Measure
Definition
MTPA Million tonnes per annum
h hour
m metre
Mott MacDonald | Traffic Impact Study 30 BHP Potash Export Facility at Fraser Surrey Docks
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References
● British Columbia Ministry of Transportation and Infrastructure. 20140303 Highway 17
Tannery Road Eastbound Surrey – Signal Timing Sheet. Received on 12-July-2017
● British Columbia Ministry of Transportation and Infrastructure. 20140313 Highway 17
Tannery Road Westbound Surrey – Signal Timing Sheet. Received on 12-July-2017
● City of Surrey. Traffic Signal Timing – Tannery _Pine. Received on 10-July-2017
● Transportation Research Board. Highway Capacity Manual 5th Edition 2010 TRB
● Institution of Transportation Engineers. Trip Generation Manual 9th Edition. 2012 ITE
Mott MacDonald | Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks
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Appendices
A. Synchro Plots 33
B. Intersection Turning Movement Counts and Tube Counts Sheets 34
C. Level of Service Thresholds 35
D. Drawings 36
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A. Synchro Plots
Base AM.syn
09/13/2017
Baseline
Ta
nne
r yR
d81
114
5
14389200
16238
10
3A
Ave
0
13020
26770
29
2060
Conta
iner
Tra
ffic 00
Timberland Rd
Robson Rd
Rob
son
Rd
029
2083
00
Robson Rd29 Robson Rd
103103
Plyw
ood
Rd
00
Ta
nne
ryR
d
631323
10318015
112
0
250806 SFPR
1900184
SFPR
Pin
eR
d3 4 0
183
Timberland Rd 5581
Tannery
Rd
9627136
Pi n
eR
d
30011
0 0
Elevator Rd
0 2063
Alaska Way00
Ele
vato
rR
d00
Gunderson Rd0
29 Robson Rd
200
Ele
vato
rR
d
00
SFPR 870432
SFPR
1925752
Base PM.syn
09/13/2017
Baseline
Ta
nne
r yR
d36
3 8 5
10970584
60488
10
3A
Ave
0
30010
12980
165
6015
Conta
iner
Tra
ffic 280
Timberland Rd
Robson Rd
Rob
son
Rd
0101
733
50
Robson Rd0
106 Robson Rd
4020
Plyw
ood
Rd 590
Ta
nne
ryR
d
240232
20515534
310
3
2152200 SFPR
846261
SFPR
Pin
eR
d3 8 0
158
Timberland Rd 9250
3
Tannery
Rd
1479842
Pi n
eR
d
3809
0 0
Elevator Rd
0 7 26
Alaska Way00
Ele
vato
rR
d50
Gunderson Rd0
101 Robson Rd
70
Ele
vato
rR
d
00
SFPR 2238763
SFPR
954344
2023 without project AM.syn
09/13/2017
Baseline
Ta
nne
r yR
d81
714
5
14989200
18240
10
3A
Ave
0
13080
26790
29
2240
Conta
iner
Tra
ffic 00
Timberland Rd
Robson Rd
Rob
son
Rd
023
2083
00 29 Robson Rd
121103
Plyw
ood
Rd
00
Robson Rd23 Robson Rd
10318
New
De
velo
pm
ent
60
Ta
nne
ryR
d
631335
10318615
512
2
252806 SFPR
1900190
SFPR
Pin
eR
d3 4 0
183
Timberland Rd 5641
Tannery
Rd
9628936
Pi n
eR
d
30011
0 0
Elevator Rd
0 2063
Alaska Way00
Ele
vato
rR
d00
Gunderson Rd0
23 Robson Rd
200
Ele
vato
rR
d
00
SFPR 870438
SFPR
1925754
2023 without project PM.syn
09/13/2017
Baseline
Ta
nne
r yR
d36
6 8 5
11270584
65493
10
3A
Ave
0
30040
13030
180
6915
Conta
iner
Tra
ffic 280
Timberland Rd
Robson Rd
Rob
son
Rd
0101
733
50 121 Robson Rd
4920
Plyw
ood
Rd
590
Robson Rd 106 Robson Rd
409
New
Deve
lopm
ent
150
Ta
nne
ryR
d
240238
20515835
310
8
2202200 SFPR
846264
SFPR
Pin
eR
d3 8 0
158
Timberland Rd 9265
3
Tannery
Rd
14710742
Pi n
eR
d
3809
0 0
Elevator Rd
0 7 26
Alaska Way0
0
Ele
vato
rR
d500
Gunderson Rd0
101 Robson Rd
70
Ele
vato
rR
d
00
SFPR 2238766
SFPR
954349
2023 with project AM.syn
09/13/2017
Baseline
Ta
nne
r yR
d82
414
5
15589200
21243
10
3A
Ave
0
13140
26830
47
131103
Ply
wo
od
Rd
00
4710
Timberland Rd
234
10
Robson Rd
Rob
son
Rd
035
1796
60
Robson Rd0
41Robson Rd
11318
New
De
ve
lopm
ent
60
Ta
nne
ryR
d
631348
10319316
112
6
255806 SFPR
1900197
SFPR
Pin
eR
d3 4 0
183Timberland Rd5
741
Tannery
Rd
9630936
Pi n
eR
d
30011
0 0
Elevator Rd
0 1779
Alaska Way00
Ele
vato
rR
d60
Gunderson Rd0
35 Robson Rd
170
Ele
vato
rR
d
00
SFPR 870444
SFPR
1925758
2023 with project PM.syn
09/13/2017
Baseline
Ta
nne
r yR
d37
8 8 5
12370584
72500
10
3A
Ave
0
30150
13100
201
7420
Ply
wood
Rd 590
26038
Timberland Rd
9425
Robson Rd
Rob
son
Rd
0127
857
590Robson Rd
0186
Robson Rd
659
New
Deve
lopm
ent
150
Ta
nne
ryR
d
240261
20517036
711
5
2272200 SFPR
846276
SFPR
Pin
eR
d3 8 0
158Timberland Rd9
2863
Tannery
Rd
14714242
Pi n
eR
d
3809
0 0
Elevator Rd
0 8 49
Alaska Way00
Ele
vato
rR
d 590
Gunderson Rd0
127Robson Rd
80
Ele
vato
rR
d
00
SFPR 2238777
SFPR
954356
2028 without project AM.syn
09/13/2017
Baseline
Ta
nne
r yR
d81
714
5
7289200
18240
10
3A
Ave
0
12310
2667
310
Timberland Rd
161
Robso
nR
d
0 0 00290
5111418
600
Ta
nne
ryR
d
631258
10318615
511
0
252806 SFPR
1900190
SFPR
Pin
eR
d3 4 0
183Timberland Rd
5521
Tannery
Rd
9621236
Pi n
eR
d
30011
Ele
vato
rR
d
Gunderson Rd
Ele
vato
rR
d
123177
2667 SFPR870361
SFPR
1925742
1308
266718
029
5361
00
0 5512
10
Robson Rd
412829
21014
00
4318
0000
2028 without project PM.syn
09/13/2017
Baseline
Ta
nne
r yR
d36
6 8 5
9370584
65493
10
3A
Ave
0
29850
1279
1860
Timberland Rd
78
Robso
nR
d
0 0 300144
0
105391500
Ta
nne
ryR
d
240219
20515835
384
2202200 SFPR
846264
SFPR
Pin
eR
d3 8 0
158Timberland Rd
9241
3
Tannery
Rd
1478842
Pi n
eR
d
3809
Ele
vato
rR
d
Gunderson Rd
Ele
vato
rR
d
298519
1279 SFPR2238
747SFPR
954325
3004
127946
0101
1835
430
0 114 4
Robson Rd
65715
6151032
3184
296
00043
2028 with project AM.syn
09/13/2017
Baseline
Ta
nne
r yR
d82
314
5
7289200
21243
10
3A
Ave
0
12310
2669
Timberland Rd
Rob
son
Rd
0 0 00350
5110318
600
Ta
nne
ryR
d
631264
10319216
111
2
255806 SFPR
1900196
SFPR
Pin
eR
d3 4 0
183Timberland Rd
5601
Tannery
Rd
9622436
Pi n
eR
d
30011
Ele
vato
rR
d
Gunderson Rd
Ele
vato
rR
d
123183
2669 SFPR870361
SFPR
1925744
1314
266924
035
4459
00
0 5713
13
Robson Rd
810957
28013
436
4415
0000
2028 with project PM.syn
09/13/2017
Baseline
Ta
nne
r yR
d36
8 8 5
8970584
72500
10
3A
Ave
0
29810
1280
Timberland Rd
Rob
son
Rd
0 0 300170
0
105491500
Ta
nne
ryR
d
240217
21116136
785
2272200 SFPR
846273
SFPR
Pin
eR
d3 8 0
158Timberland Rd
9256
3
Tannery
Rd
1478942
Pi n
eR
d
3809
Ele
vato
rR
d
Gunderson Rd
Ele
vato
rR
d
298125
1280 SFPR2238
743SFPR
954326
3006
128064
0127
2034
430
0 114 10
Robson Rd
155434
7166042
4978
277
00043
Mott MacDonald | Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks
387244-MMD-00-P0-RP-TE-0001 | February 28, 2018
B. Intersection Turning Movement Counts
and Tube Counts Sheets
Pine Rd & Tannery Rd-Timberland Rd
Vehicle Classification SummaryProject: #5712: Mott Macdonald - August 2017 SFPR Data CollectionMunicipality: SurreyWeather: Sunny
Passenger
Cars
Heavy
Vehicles (3 or
more axles)
Morning Volume 964 509 1,473
(06:30 - 09:30)% 65.4% 34.6% 100.0%
Afternoon Volume 1,645 433 2,078
(14:00 - 18:00)% 79.2% 20.8% 100.0%
Total Volume 2,609 942 3,551
(7 Hours)% 73.5% 26.5% 100.0%
Thursday, August 17, 2017
Time PeriodEntering
Intersection
Vehicle Classification
Total
Pine Rd & Tannery Rd-Timberland Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: All Motorized Vehicles
Peak Hour Traffic by Movement to
41
41
Tannery Rd
316 403
64 271
97
21
7
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 30 0 11 34 0 183 5 58 1 96 271 36 10 0 0 0
PHF 0.68 0.00 0.69 0.30 0.00 0.73 0.42 0.81 0.25 0.41 0.88 0.69 0.42 0.00 0.00 0.00
Peak 15 X 4 44 0 16 112 0 252 12 72 4 232 308 52 24 0 0 0
Average Hour 23 0 8 16 1 73 3 90 2 40 204 31 3 0 0 0
Survey Total 69 0 24 49 2 219 10 269 6 119 613 93 10 0 0 1
6:30 11 0 4 1 0 30 0 9 1 58 64 11 6 0 0 0
6:45 8 0 3 1 0 35 0 14 0 30 77 13 1 0 0 0
7:00 6 0 0 4 0 55 2 17 0 4 65 5 2 0 0 0
7:15 5 0 4 28 0 63 3 18 0 4 65 7 1 0 0 0
7:30 7 0 2 9 0 7 1 20 1 6 62 10 0 0 0 1
7:45 3 0 1 1 0 9 0 32 1 2 63 10 0 0 0 0
8:00 4 0 2 2 0 5 0 23 1 5 36 3 0 0 0 0
8:15 4 0 1 0 0 5 0 17 1 2 38 8 0 0 0 0
8:30 10 0 0 2 0 2 0 33 0 3 32 10 0 0 0 0
8:45 4 0 1 0 0 2 0 33 0 2 32 6 0 0 0 0
9:00 4 0 2 0 1 5 2 29 1 1 34 7 0 0 0 0
9:15 3 0 4 1 1 1 2 24 0 2 45 3 0 0 0 0
Timberland Rd
Thursday, August 17, 2017
36
271
All Motorized Vehicles
0
10
7:30 AM6:30 AM
11
788
30
491
1
58
34
Pine
Rd
0
725
0 0
Time
0.92
5
960
18
3
189
181
197
125
122
81
158
80
86
86
Total
Volumes
1,473
76
92
Pine Rd & Tannery Rd-Timberland Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Passenger Cars
Peak Hour Traffic by Movement to
14
24
Tannery Rd
252 328
17 203
97
21
7
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 6 0 8 34 0 183 2 14 1 96 210 22
PHF 0.75 0.00 0.50 0.30 0.00 0.73 0.50 0.58 0.25 0.41 0.83 0.79
Peak 15 X 4 8 0 16 112 0 252 4 24 4 232 252 28
Average Hour 7 0 4 16 1 72 1 30 2 40 129 20
Survey Total 21 0 11 48 2 217 4 91 5 119 387 59
6:30 2 0 3 1 0 30 0 1 1 58 51 7
6:45 2 0 1 1 0 35 0 6 0 30 63 6
7:00 2 0 0 4 0 55 1 5 0 4 45 4
7:15 0 0 4 28 0 63 1 2 0 4 51 5
7:30 1 0 1 9 0 6 0 5 1 6 49 8
7:45 1 0 0 1 0 9 0 18 1 2 40 8
8:00 1 0 1 2 0 5 0 6 1 5 17 3
8:15 1 0 0 0 0 5 0 4 1 2 17 4
8:30 5 0 0 1 0 2 0 14 0 3 18 5
8:45 3 0 0 0 0 2 0 16 0 2 12 2
9:00 2 0 0 0 1 4 1 7 0 1 11 6
9:15 1 0 1 1 1 1 1 7 0 2 13 1
Thursday, August 17, 2017
7:30 AM6:30 AM
Timberland Rd
2
210
14
1
Pine
Rd
Total
Volumes
632
34 0
37
0.91
322
964
158
120
154
Time
96
33
86
80
41
34
8 0 6
22Passenger Cars
29
144
48
576
18
3
Pine Rd & Tannery Rd-Timberland Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Heavy Vehicles (3 or more axles)
Peak Hour Traffic by Movement to
16
14
Tannery Rd
96 101
78 86
1 2
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 10 0 6 1 0 1 2 75 1 0 89 12
PHF 0.50 0.00 0.50 0.25 0.00 0.25 0.50 0.85 0.25 0.00 0.70 0.60
Peak 15 X 4 20 0 12 4 0 4 4 88 4 0 128 20
Average Hour 16 0 4 0 0 1 2 59 0 0 75 11
Survey Total 48 0 13 1 0 2 6 178 1 0 226 34
6:30 9 0 1 0 0 0 0 8 0 0 13 4
6:45 6 0 2 0 0 0 0 8 0 0 14 7
7:00 4 0 0 0 0 0 1 12 0 0 20 1
7:15 5 0 0 0 0 0 2 16 0 0 14 2
7:30 6 0 1 0 0 1 1 15 0 0 13 2
7:45 2 0 1 0 0 0 0 14 0 0 23 2
8:00 3 0 1 0 0 0 0 17 0 0 19 0
8:15 3 0 1 0 0 0 0 13 0 0 21 4
8:30 5 0 0 1 0 0 0 19 0 0 14 5
8:45 1 0 1 0 0 0 0 17 0 0 20 4
9:00 2 0 2 0 0 1 1 22 1 0 23 1
9:15 2 0 3 0 0 0 1 17 0 0 32 2
Thursday, August 17, 2017
Total
VolumesTime
38
57
44
43
53
39
39
42
40
42
0 1
8:30 AM
228
9:30 AM
37
2
168
509
89
12
75
0
1
Timberland Rd
6 0 10
Heavy Vehicles (3 or more axles)
Pine
Rd
35
0.86
197
1
Pine Rd & Tannery Rd-Timberland Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Bicycles
Note:
Peak Hour Traffic by Movement to
1 0
Tannery Rd
4 3
0 0
0 0
NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0
PHF 0.00 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.38 0.00 0.00 0.00 0.00 0.00
Peak 15 X 4 0 0 4 0 0 0 0 0 0 0 8 0 0 0 0 0
Average Hour 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0
Survey Total 0 0 1 0 0 0 0 0 0 0 3 0 0 0 0 0
6:30 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
6:45 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0
7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Thursday, August 17, 2017
0
Pine
Rd
0
0
4
7:30 AM6:30 AM
Crosswalk bike volumes shown are cyclists who rode their bike across the crosswalk and are not included in the pedestrian volume totals
Bicycles
1 0 0
0 0
0
8
1
0.50
0 0
Total
Volumes
Timberland Rd
0
0
0
3
0
0
2
2
0
0
0
0
Time
0
0
0
4
0
0
Pine Rd & Tannery Rd-Timberland Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: All Motorized Vehicles
Peak Hour Traffic by Movement to
47
51
Tannery Rd
145 287
262 446
150
196
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 38 0 9 38 0 158 9 250 3 147 98 42 0 0 0 2
PHF 0.79 0.00 0.45 0.29 0.00 0.46 0.56 0.80 0.75 0.52 0.66 0.81 0.00 0.00 0.00 0.25
Peak 15 X 4 48 0 20 132 0 344 16 312 4 284 148 52 0 0 0 8
Average Hour 38 2 6 14 1 73 8 174 2 75 89 39 2 0 0 1
Survey Total 151 6 25 57 2 293 32 695 9 299 355 154 7 0 0 4
14:00 9 0 1 4 0 8 1 45 0 4 43 9 1 0 0 0
14:15 2 1 4 0 0 5 3 37 0 18 27 19 1 0 0 0
14:30 19 1 3 1 0 12 2 45 0 25 43 10 1 0 0 1
14:45 9 1 1 0 0 4 4 43 0 61 25 10 0 0 0 1
15:00 12 0 1 1 0 13 4 78 1 71 26 9 0 0 0 2
15:15 10 0 5 0 0 27 3 72 1 30 20 8 0 0 0 0
15:30 7 0 2 4 0 32 2 69 1 14 15 13 0 0 0 0
15:45 9 0 1 33 0 86 0 31 0 32 37 12 0 0 0 0
16:00 7 3 1 11 1 7 0 53 0 36 18 10 2 0 0 0
16:15 20 0 2 2 1 42 2 69 3 3 19 23 1 0 0 0
16:30 11 0 1 0 0 43 4 44 2 3 10 7 0 0 0 0
16:45 9 0 1 0 0 12 0 30 0 0 9 7 0 0 0 0
17:00 8 0 0 0 0 1 4 33 1 2 22 3 1 0 0 0
17:15 7 0 1 0 0 0 1 22 0 0 12 4 0 0 0 0
17:30 3 0 0 1 0 0 0 17 0 0 11 3 0 0 0 0
17:45 9 0 1 0 0 1 2 7 0 0 18 7 0 0 0 0
Total
Volumes
186
125
68
74
47
2,078
792
35
45
241
147
124
116
158
216
176
159
Timberland Rd
0 2
Time
3
250
938 0
Thursday, August 17, 2017
161
0.82
964
521
158
98
147
4:00 PM3:00 PM
09 38
42
Pine
Rd
0
0
All Motorized Vehicles
Pine Rd & Tannery Rd-Timberland Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Passenger Cars
Peak Hour Traffic by Movement to
37
29
Tannery Rd
102 226
213 391
15
0
19
6
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 30 0 7 38 0 158 7 203 3 147 57 22
PHF 0.75 0.00 0.58 0.29 0.00 0.46 0.58 0.77 0.75 0.52 0.59 0.55
Peak 15 X 4 40 0 12 132 0 344 12 264 4 284 96 40
Average Hour 31 2 4 14 1 73 6 129 2 75 53 23
Survey Total 124 6 17 56 2 292 23 514 9 299 213 90
14:00 5 0 1 4 0 7 1 20 0 4 20 5
14:15 1 1 1 0 0 5 2 13 0 18 17 11
14:30 15 1 2 0 0 12 1 25 0 25 26 4
14:45 6 1 1 0 0 4 2 23 0 61 12 6
15:00 9 0 1 1 0 13 3 66 1 71 15 4
15:15 10 0 3 0 0 27 2 56 1 30 10 2
15:30 5 0 2 4 0 32 2 60 1 14 8 10
15:45 6 0 1 33 0 86 0 21 0 32 24 6
16:00 7 3 1 11 1 7 0 42 0 36 13 5
16:15 17 0 2 2 1 42 2 66 3 3 14 17
16:30 10 0 0 0 0 43 3 39 2 3 5 3
16:45 8 0 1 0 0 12 0 27 0 0 7 6
17:00 8 0 0 0 0 1 4 27 1 2 17 1
17:15 5 0 1 0 0 0 0 13 0 0 10 3
17:30 3 0 0 1 0 0 0 12 0 0 7 1
17:45 9 0 0 0 0 1 1 4 0 0 8 6
7
203
3
Timberland Rd
7 0
38
22
0
15
8
30
147
111
69
67
0.80
836
672
413
Passenger Cars
1,645
3:00 PM
126
169
116
184
141
138
4:00 PM
57
61
61
32
24
209
29
108
Time
Thursday, August 17, 2017
Total Volumes
Pine
Rd
Pine Rd & Tannery Rd-Timberland Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Heavy Vehicles (3 or more axles)
Peak Hour Traffic by Movement to
16
26
Tannery Rd
68 85
93 102
0 2
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 12 0 4 1 0 1 4 89 0 0 63 22
PHF 0.75 0.00 0.33 0.25 0.00 0.25 0.50 0.89 0.00 0.00 0.68 0.69
Peak 15 X 4 16 0 12 4 0 4 8 100 0 0 92 32
Average Hour 7 0 2 0 0 0 2 45 0 0 36 16
Survey Total 27 0 8 1 0 1 9 181 0 0 142 64
14:00 4 0 0 0 0 1 0 25 0 0 23 4
14:15 1 0 3 0 0 0 1 24 0 0 10 8
14:30 4 0 1 1 0 0 1 20 0 0 17 6
14:45 3 0 0 0 0 0 2 20 0 0 13 4
15:00 3 0 0 0 0 0 1 12 0 0 11 5
15:15 0 0 2 0 0 0 1 16 0 0 10 6
15:30 2 0 0 0 0 0 0 9 0 0 7 3
15:45 3 0 0 0 0 0 0 10 0 0 13 6
16:00 0 0 0 0 0 0 0 11 0 0 5 5
16:15 3 0 0 0 0 0 0 3 0 0 5 6
16:30 1 0 1 0 0 0 1 5 0 0 5 4
16:45 1 0 0 0 0 0 0 3 0 0 2 1
17:00 0 0 0 0 0 0 0 6 0 0 5 2
17:15 2 0 0 0 0 0 1 9 0 0 2 1
17:30 0 0 0 0 0 0 0 5 0 0 4 2
17:45 0 0 1 0 0 0 1 3 0 0 10 1
4
89
0
Timberland Rd
4 0
1
22
0 1
12
0
50
47
57
0.86
228
196
108
Heavy Vehicles (3 or more axles)
433
2:00 PM
21
17
42
32
35
21
3:00 PM
63
7
13
15
11
32
16
17
Time
Thursday, August 17, 2017
Total Volumes
Pine
Rd
Pine Rd & Tannery Rd-Timberland Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Bicycles
Note:
Peak Hour Traffic by Movement to
0 0
Tannery Rd
0 0
0 0
0 0
NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0
PHF 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.00
Peak 15 X 4 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0
Average Hour 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0
Survey Total 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0
14:00 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0
14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0
15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17:00 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0
17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
Timberland Rd
0 0
1
0 0
0
0
0 0
0
0
0
0
Crosswalk bike volumes shown are cyclists who rode their bike across the crosswalk and are not included in the pedestrian volume totals
1
0.25
4
1
1
Bicycles
3
2:00 PM
0
0
0
1
0
0
3:00 PM
0
0
1
0
0
0
0
0
Time
Thursday, August 17, 2017
Total Volumes
Pine
Rd
0
Hwy 17 NB On-Off Ramps & Tannery Rd
Vehicle Classification SummaryProject: #5712: Mott Macdonald - August 2017 SFPR Data CollectionMunicipality: SurreyWeather: Sunny
Passenger
Cars
Heavy
Vehicles (3 or
more axles)
Morning Volume 3,383 687 4,070
(06:30 - 09:30)% 83.1% 16.9% 100.0%
Afternoon Volume 5,079 791 5,870
(14:00 - 18:00)% 86.5% 13.5% 100.0%
Total Volume 8,462 1,478 9,940
(7 Hours)% 85.1% 14.9% 100.0%
Thursday, August 17, 2017
Time PeriodEntering
Intersection
Vehicle Classification
Total
Hwy 17 NB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: All Motorized Vehicles
Peak Hour Traffic by Movement to
n/a
25
0
954 956
254 438
n/a
43
2
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 143 89 200 16 238 811 145 10 0 0 3
PHF 0.72 0.82 0.83 0.57 0.89 0.95 0.54 0.36 0.00 0.00 0.25
Peak 15 X 4 200 108 240 28 268 852 268 28 0 0 12
Average Hour 111 79 191 24 212 638 103 5 3 0 1
Survey Total 332 236 572 72 636 1,913 309 14 10 0 3
6:30 50 26 34 1 48 210 67 7 0 0 3
6:45 43 15 49 7 62 213 34 1 0 0 0
7:00 27 27 60 4 61 178 22 2 0 0 0
7:15 23 21 57 4 67 210 22 0 0 0 0
7:30 22 32 51 7 33 206 28 1 4 0 0
7:45 39 22 62 3 62 190 21 1 0 0 0
8:00 22 16 59 7 62 160 19 0 0 0 0
8:15 30 21 46 8 43 119 34 0 0 0 0
8:30 21 12 49 8 54 122 15 0 0 0 0
8:45 18 18 41 8 54 109 7 2 0 0 0
9:00 16 15 41 6 50 105 19 0 0 0 0
9:15 21 11 23 9 40 91 21 0 6 0 0
255
252
216
Total
Volumes
4,070
301
281
436
423
404
379
399
345
379
0 3
Time
0.94
16
89
20
0
1,358
238
14
3
Hwy1
7Off
Ram
p
0
1,642
10
7:30 AM6:30 AM
1,744
Tannery Rd
Thursday, August 17, 2017
Hwy1
7On
Ram
p
145
811
All Motorized Vehicles
Hwy 17 NB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Passenger Cars
Peak Hour Traffic by Movement to
n/a
21
0
840 878
198 376
n/a
35
0
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 89 74 187 9 189 751 127
PHF 0.59 0.77 0.83 0.56 0.86 0.93 0.54
Peak 15 X 4 152 96 224 16 220 804 236
Average Hour 59 64 178 9 157 570 91
Survey Total 178 191 533 27 471 1,710 273
6:30 38 24 31 0 38 190 59
6:45 25 10 44 4 55 201 26
7:00 14 23 56 3 46 163 20
7:15 12 17 56 2 50 197 22
7:30 11 28 49 4 16 179 26
7:45 24 18 58 1 52 168 19
8:00 11 10 59 1 45 134 16
8:15 16 16 44 1 32 108 30
8:30 12 11 47 3 43 110 14
8:45 5 15 39 6 38 97 6
9:00 5 12 32 1 28 87 17
9:15 5 7 18 1 28 76 18
127Passenger Cars
153
365
240
Time
182
313
340
276
247
1,426
18
7
206
0.94
1,128
3,383
356
325
380
189
Hwy1
7Off
Ram
p
Total
Volumes
1,520
89
74
Thursday, August 17, 2017
7:30 AM6:30 AM
Tannery Rd
9
751
Hwy1
7On
Ram
p
Hwy 17 NB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Heavy Vehicles (3 or more axles)
Peak Hour Traffic by Movement to
n/a
48
137 97
73 63
n/a
78
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 51 19 8 18 55 86 11
PHF 0.85 0.79 0.50 0.64 0.81 0.80 0.69
Peak 15 X 4 60 24 16 28 68 108 16
Average Hour 51 15 13 15 55 68 12
Survey Total 154 45 39 45 165 203 36
6:30 12 2 3 1 10 20 8
6:45 18 5 5 3 7 12 8
7:00 13 4 4 1 15 15 2
7:15 11 4 1 2 17 13 0
7:30 11 4 2 3 17 27 2
7:45 15 4 4 2 10 22 2
8:00 11 6 0 6 17 26 3
8:15 14 5 2 7 11 11 4
8:30 9 1 2 5 11 12 1
8:45 13 3 2 2 16 12 1
9:00 11 3 9 5 22 18 2
9:15 16 4 5 8 12 15 3
Hwy1
7Off
Ram
p
56
0.90
Hwy1
7On
Ram
p
248
51
55
Tannery Rd
Heavy Vehicles (3 or more axles)
8:30 AM
58
18
229
687
86
11
59
69
54
19 8
7:30 AM
276
Thursday, August 17, 2017
Total
VolumesTime
54
63
41
49
70
48
66
Hwy 17 NB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Bicycles
Note:
Peak Hour Traffic by Movement to
n/a
0
1 1
1 1
n/a
0
NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 0 0 0 0 1 1 0 3 0 0 0
PHF 0.00 0.00 0.00 0.00 0.25 0.25 0.00 0.38 0.00 0.00 0.00
Peak 15 X 4 0 0 0 0 4 4 0 8 0 0 0
Average Hour 0 0 0 0 0 0 0 1 0 0 0
Survey Total 0 0 0 0 1 1 0 3 0 0 0
6:30 0 0 0 0 1 1 0 2 0 0 0
6:45 0 0 0 0 0 0 0 1 0 0 0
7:00 0 0 0 0 0 0 0 0 0 0 0
7:15 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 0 0 0 0 0 0 0
7:45 0 0 0 0 0 0 0 0 0 0 0
8:00 0 0 0 0 0 0 0 0 0 0 0
8:15 0 0 0 0 0 0 0 0 0 0 0
8:30 0 0 0 0 0 0 0 0 0 0 0
8:45 0 0 0 0 0 0 0 0 0 0 0
9:00 0 0 0 0 0 0 0 0 0 0 0
9:15 0 0 0 0 0 0 0 0 0 0 0
Time
0
0
0
5
0
0
4
1
0
0
0
0
Tannery Rd
0
1
1
0
Hwy1
7On
Ram
p0 0
0
16
1
0.31
0 0
Total
Volumes
Bicycles
Thursday, August 17, 2017
0
Hwy1
7Off
Ram
p
0
3
5
7:30 AM6:30 AM
Crosswalk bike volumes shown are cyclists who rode their bike across the crosswalk and are not included in the pedestrian volume totals
Hwy 17 NB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: All Motorized Vehicles
Peak Hour Traffic by Movement to
n/a
241
433 437
560 1092
n/a
769
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 89 74 606 74 486 344 93 3 1 0 0
PHF 0.77 0.69 0.85 0.62 0.89 0.85 0.78 0.75 0.25 0.00 0.00
Peak 15 X 4 116 108 716 120 544 404 120 4 4 0 0
Average Hour 85 72 495 50 376 304 86 3 3 0 0
Survey Total 341 287 1,979 201 1,503 1,216 343 10 10 1 0
14:00 21 11 56 20 63 82 19 1 1 0 0
14:15 27 18 102 8 73 78 14 0 0 0 0
14:30 26 18 89 13 92 84 20 1 5 1 0
14:45 38 13 104 17 82 95 20 3 0 0 0
15:00 29 23 133 12 116 118 19 0 3 0 0
15:15 31 18 124 19 122 75 29 1 0 0 0
15:30 20 18 179 19 129 78 23 1 1 0 0
15:45 29 11 148 10 121 92 14 0 0 0 0
16:00 21 18 127 15 100 101 26 1 0 0 0
16:15 19 27 152 30 136 73 30 1 0 0 0
16:30 22 22 140 15 121 56 33 0 0 0 0
16:45 9 21 143 6 110 61 19 0 0 0 0
17:00 12 18 146 10 85 59 18 1 0 0 0
17:15 13 13 120 5 52 64 23 0 0 0 0
17:30 10 21 85 1 55 55 24 0 0 0 0
17:45 14 17 131 1 46 45 12 0 0 0 0
Hwy1
7Off
Ram
p
1
3
All Motorized Vehicles
4:30 PM3:30 PM
93
Thursday, August 17, 2017
342
Hwy1
7On
Ram
p
0.95
1,868
1,468
606
344
Tannery Rd
0 0
Time
486
7489
74
251
266
425
408
272
320
369
450
418
466
Total
Volumes
467
409
369
348
290
5,870
1,766
Hwy 17 NB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Passenger Cars
Peak Hour Traffic by Movement to
n/a
20
9
380 408
480 985
n/a
68
6
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 56 62 568 63 417 324 84
PHF 0.82 0.67 0.84 0.53 0.84 0.82 0.78
Peak 15 X 4 68 92 676 120 496 396 108
Average Hour 45 58 466 35 315 274 77
Survey Total 179 233 1,863 141 1,261 1,095 307
14:00 8 6 50 8 47 67 16
14:15 12 16 92 4 51 68 11
14:30 15 13 86 7 72 67 18
14:45 23 9 99 9 55 86 16
15:00 18 19 128 10 98 106 18
15:15 14 12 119 13 105 68 26
15:30 12 16 169 18 112 73 20
15:45 17 9 141 6 100 84 12
16:00 16 14 113 9 81 99 25
16:15 11 23 145 30 124 68 27
16:30 8 20 126 13 113 50 29
16:45 6 20 137 4 96 57 18
17:00 5 13 136 7 77 52 17
17:15 5 10 115 2 46 59 21
17:30 3 18 80 0 48 49 23
17:45 6 15 127 1 36 42 10
Time
Thursday, August 17, 2017
Total Volumes
338
307
258
221
369
237
359
5,079
3:30 PM
357
428
297
397
357
420
4:30 PM
324
278
254
202
0.92
1,712
1,574
1,270
Passenger Cars
Hwy1
7Off
Ram
p
56
84
62
56
863
417
Tannery Rd
Hwy1
7On
Ram
p
Hwy 17 NB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Heavy Vehicles (3 or more axles)
Peak Hour Traffic by Movement to
n/a
58
105 63
115 109
n/a
94
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 54 16 24 30 85 51 12
PHF 0.90 0.80 0.60 0.63 0.79 0.75 0.75
Peak 15 X 4 60 20 40 48 108 68 16
Average Hour 41 14 29 15 61 30 9
Survey Total 162 54 116 60 242 121 36
14:00 13 5 6 12 16 15 3
14:15 15 2 10 4 22 10 3
14:30 11 5 3 6 20 17 2
14:45 15 4 5 8 27 9 4
15:00 11 4 5 2 18 12 1
15:15 17 6 5 6 17 7 3
15:30 8 2 10 1 17 5 3
15:45 12 2 7 4 21 8 2
16:00 5 4 14 6 19 2 1
16:15 8 4 7 0 12 5 3
16:30 14 2 14 2 8 6 4
16:45 3 1 6 2 14 4 1
17:00 7 5 10 3 8 7 1
17:15 8 3 5 3 6 5 2
17:30 7 3 5 1 7 6 1
17:45 8 2 4 0 10 3 2
Time
Thursday, August 17, 2017
Total Volumes
31
41
32
30
56
29
50
791
2:00 PM
51
39
72
53
61
46
3:00 PM
51
64
66
70
0.94
288
272
199
Heavy Vehicles (3 or more axles)
Hwy1
7Off
Ram
p
54
12
16
24
30
85
Tannery Rd
Hwy1
7On
Ram
p
Hwy 17 NB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Bicycles
Note:
Peak Hour Traffic by Movement to
n/a
1
0 0
0 0
n/a
1
NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 0 1 0 0 0 0 0 2 0 0 0
PHF 0.00 0.25 0.00 0.00 0.00 0.00 0.00 0.50 0.00 0.00 0.00
Peak 15 X 4 0 4 0 0 0 0 0 4 0 0 0
Average Hour 0 0 0 0 0 0 0 1 0 0 0
Survey Total 0 1 0 0 1 0 0 3 0 0 0
14:00 0 0 0 0 0 0 0 1 0 0 0
14:15 0 0 0 0 0 0 0 0 0 0 0
14:30 0 0 0 0 0 0 0 0 0 0 0
14:45 0 0 0 0 0 0 0 0 0 0 0
15:00 0 0 0 0 0 0 0 0 0 0 0
15:15 0 0 0 0 0 0 0 0 0 0 0
15:30 0 0 0 0 0 0 0 0 0 0 0
15:45 0 0 0 0 0 0 0 0 0 0 0
16:00 0 0 0 0 1 0 0 0 0 0 0
16:15 0 0 0 0 0 0 0 0 0 0 0
16:30 0 0 0 0 0 0 0 0 0 0 0
16:45 0 0 0 0 0 0 0 1 0 0 0
17:00 0 0 0 0 0 0 0 0 0 0 0
17:15 0 1 0 0 0 0 0 1 0 0 0
17:30 0 0 0 0 0 0 0 0 0 0 0
17:45 0 0 0 0 0 0 0 0 0 0 0
Time
Thursday, August 17, 2017
Total Volumes
1
0
2
0
0
0
0
5
4:30 PM
1
0
0
0
0
0
5:30 PM
0
0
0
Crosswalk bike volumes shown are cyclists who rode their bike across the crosswalk and are not included in the pedestrian volume totals
1
0.38
8
3
1
Bicycles
Hwy1
7Off
Ram
p
0
2
0
0
1 00
0
Tannery Rd
0 0
Hwy1
7On
Ram
p
Hwy 17 SB On-Off Ramps & Tannery Rd
Vehicle Classification SummaryProject: #5712: Mott Macdonald - August 2017 SFPR Data CollectionMunicipality: SurreyWeather: Sunny
Passenger
Cars
Heavy
Vehicles (3 or
more axles)
Morning Volume 2,620 723 3,343
(06:30 - 09:30)% 78.4% 21.6% 100.0%
Afternoon Volume 2,949 700 3,649
(14:00 - 18:00)% 80.8% 19.2% 100.0%
Total Volume 5,569 1,423 6,992
(7 Hours)% 79.6% 20.4% 100.0%
Thursday, August 17, 2017
Time PeriodEntering
Intersection
Vehicle Classification
Total
Hwy 17 SB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: All Motorized Vehicles
Peak Hour Traffic by Movement to
18
4
n/a
403 954
271 254
75
2
n/a
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 103 1 80 151 120 631 323 7 0 0 0
PHF 0.72 0.25 0.77 0.90 0.68 0.91 0.75 0.44 0.00 0.00 0.00
Peak 15 X 4 144 4 104 168 176 696 428 16 0 0 0
Average Hour 118 1 61 118 67 535 214 3 0 0 0
Survey Total 353 4 184 355 202 1,604 641 10 0 0 0
6:30 9 1 26 40 10 153 107 4 0 0 0
6:45 36 0 19 33 24 155 101 1 0 0 0
7:00 29 0 18 36 42 149 56 2 0 0 0
7:15 29 0 17 42 44 174 59 0 0 0 0
7:30 20 0 15 20 14 165 63 2 0 0 0
7:45 36 1 14 29 15 168 61 0 0 0 0
8:00 46 0 9 23 9 147 35 0 0 0 0
8:15 31 0 14 20 6 115 34 0 0 0 0
8:30 31 2 13 31 14 111 32 0 0 0 0
8:45 31 0 12 31 8 99 28 1 0 0 0
9:00 25 0 11 31 7 90 31 0 0 0 0
9:15 30 0 16 19 9 78 34 0 0 0 0
195
330
1,114
269
Total
Volumes
209
151
186
3,343
220
234
346
368
365
297
324
7
0 0
Time
0.96
631
120
6:30 AM
80
1,472
10
3
Tannery Rd
Hwy1
7On
Ram
p
0
1,409
Thursday, August 17, 2017
Hwy1
7Off
Ram
p
323
All Motorized Vehicles
1
7:30 AM
Hwy 17 SB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Passenger Cars
Peak Hour Traffic by Movement to
15
2
n/a
328 840
203 198
66
9
n/a
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 89 1 62 109 94 574 266
PHF 0.67 0.25 0.65 0.91 0.62 0.90 0.72
Peak 15 X 4 132 4 96 120 152 636 368
Average Hour 97 1 37 69 40 478 152
Survey Total 290 3 110 208 121 1,433 455
6:30 8 1 24 30 3 136 92
6:45 33 0 15 26 17 142 84
7:00 23 0 13 26 36 137 40
7:15 25 0 10 27 38 159 50
7:30 14 0 13 6 6 140 50
7:45 31 1 8 22 6 150 42
8:00 40 0 5 6 6 125 20
8:15 26 0 5 7 3 106 18
8:30 27 1 6 19 2 102 20
8:45 25 0 3 19 2 89 13
9:00 17 0 3 12 1 77 15
9:15 21 0 5 8 1 70 11
62
1 89
Passenger Cars
Time
1,195
116
317
177
294
125
229
260
151
0.94
874
2,620
309
574
202
165
266
275
109
94
Hwy1
7On
Ram
p
Total
Volumes
1,268
Hwy1
7Off
Ram
p
Thursday, August 17, 2017
7:30 AM6:30 AM
Tannery Rd
Hwy 17 SB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Heavy Vehicles (3 or more axles)
Peak Hour Traffic by Movement to
40
n/a
75 136
79 74
10
6
n/a
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 21 0 19 53 26 80 56
PHF 0.88 0.00 0.68 0.78 0.72 0.80 0.74
Peak 15 X 4 24 0 28 68 36 100 76
Average Hour 21 0 25 49 27 57 62
Survey Total 63 1 74 147 81 171 186
6:30 1 0 2 10 7 17 15
6:45 3 0 4 7 7 13 17
7:00 6 0 5 10 6 12 16
7:15 4 0 7 15 6 15 9
7:30 6 0 2 14 8 25 13
7:45 5 0 6 7 9 18 19
8:00 6 0 4 17 3 22 15
8:15 5 0 9 13 3 9 16
8:30 4 1 7 12 12 9 12
8:45 6 0 9 12 6 10 15
9:00 8 0 8 19 6 13 16
9:15 9 0 11 11 8 8 23
Hwy1
7On
Ram
p
52
0.94
Hwy1
7Off
Ram
p
255
53
80
26
Tannery Rd
19
0 21
Heavy Vehicles (3 or more axles)
8:15 AM
51
241
723
56
64
67
55
7:15 AM
272
55
70
Thursday, August 17, 2017
Total
VolumesTime
57
58
70
56
68
Hwy 17 SB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Morning Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Bicycles
Note:
Peak Hour Traffic by Movement to
1 n/a
1 1
0 1
0 n/a
NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 1 0 0 0 0 0 1 0 0 0 0
PHF 0.25 0.00 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.00
Peak 15 X 4 4 0 0 0 0 0 4 0 0 0 0
Average Hour 0 0 0 0 0 0 0 0 0 0 0
Survey Total 1 0 0 0 0 0 1 0 0 0 0
6:30 1 0 0 0 0 0 1 0 0 0 0
6:45 0 0 0 0 0 0 0 0 0 0 0
7:00 0 0 0 0 0 0 0 0 0 0 0
7:15 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 0 0 0 0 0 0 0
7:45 0 0 0 0 0 0 0 0 0 0 0
8:00 0 0 0 0 0 0 0 0 0 0 0
8:15 0 0 0 0 0 0 0 0 0 0 0
8:30 0 0 0 0 0 0 0 0 0 0 0
8:45 0 0 0 0 0 0 0 0 0 0 0
9:00 0 0 0 0 0 0 0 0 0 0 0
9:15 0 0 0 0 0 0 0 0 0 0 0
0
Tannery Rd
0
0
0
Time
0
0
2
0
0
2
0
0
0
0
Total
Volumes
1
0
0 0
Bicycles
0 0 1
Thursday, August 17, 2017
7:30 AM6:30 AM
Crosswalk bike volumes shown are cyclists who rode their bike across the crosswalk and are not included in the pedestrian volume totals
Hwy1
7Off
Ram
p
0
Hwy1
7On
Ram
p
0
0
2
8
0
0.25
Hwy 17 SB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: All Motorized Vehicles
Peak Hour Traffic by Movement to
261
n/a
287 472
446 548
344
n/a
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 205 1 55 343 103 240 232 1 0 0 0
PHF 0.88 0.25 0.60 0.91 0.50 0.94 0.70 0.25 0.00 0.00 0.00
Peak 15 X 4 232 4 92 376 208 256 332 4 0 0 0
Average Hour 198 1 39 228 57 226 163 3 0 0 0
Survey Total 793 4 156 911 228 905 652 10 0 0 0
14:00 34 0 13 49 13 60 43 1 0 0 0
14:15 47 0 13 34 10 54 51 0 0 0 0
14:30 45 1 13 60 16 45 65 1 0 0 0
14:45 52 1 26 47 9 63 70 4 0 0 0
15:00 43 1 23 85 18 64 83 1 0 0 0
15:15 47 0 14 94 15 62 44 0 0 0 0
15:30 58 0 7 90 18 63 35 0 0 0 0
15:45 57 0 11 74 52 51 70 0 0 0 0
16:00 59 0 11 56 11 69 53 1 0 0 0
16:15 55 1 4 111 20 51 41 1 0 0 0
16:30 57 0 1 79 19 59 19 0 0 0 0
16:45 74 0 0 42 9 54 16 0 0 0 0
17:00 54 0 5 41 1 49 22 1 0 0 0
17:15 38 0 3 19 10 64 13 0 0 0 0
17:30 42 0 5 14 6 56 9 0 0 0 0
17:45 31 0 7 16 1 41 18 0 0 0 0
Hwy1
7On
Ram
p
0
1
All Motorized Vehicles
4:00 PM3:00 PM
155
205
Thursday, August 17, 2017
245
Hwy1
7Off
Ram
p
0.93
1,268
912
232
240
Tannery Rd
0 0
Time
103
343
114
315
259
212
209
268
317
276
271
283
234
195
172
147
132
Total
Volumes
3,649
1,179
Hwy 17 SB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Passenger Cars
Peak Hour Traffic by Movement to
20
2
n/a
226 392
391 462
29
7
n/a
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 157 1 44 305 86 210 182
PHF 0.80 0.25 0.52 0.92 0.44 0.95 0.66
Peak 15 X 4 196 4 84 332 196 220 276
Average Hour 158 1 27 193 40 195 123
Survey Total 632 4 109 770 160 781 493
14:00 26 0 6 29 3 52 23
14:15 37 0 10 18 1 44 36
14:30 33 1 8 46 6 35 47
14:45 36 1 25 28 5 55 54
15:00 31 1 21 77 11 55 69
15:15 35 0 11 83 10 51 31
15:30 49 0 2 81 16 55 30
15:45 42 0 10 64 49 49 52
16:00 44 0 5 46 10 66 49
16:15 45 1 3 109 16 48 31
16:30 50 0 0 76 16 47 11
16:45 61 0 0 39 8 50 13
17:00 49 0 3 35 1 40 17
17:15 35 0 1 13 5 52 12
17:30 36 0 3 12 3 47 5
17:45 23 0 1 14 0 35 13
Thursday, August 17, 2017
Total VolumesTime
Hwy1
7On
Ram
p
171
145
118
106
266
86
200
2,949
3:00 PM
220
253
204
265
221
233
4:00 PM
182
176
146
139
0.93
1,064
985
737
Passenger Cars
44
1 15
7
210
Hwy1
7Off
Ram
p
305
86
Tannery Rd
Hwy 17 SB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Heavy Vehicles (3 or more axles)
Peak Hour Traffic by Movement to
62
n/a
85 105
102 115
69
n/a
NORTH Approach SOUTH Approach WEST Approach EAST Approach PEDESTRIANS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 46 0 16 69 33 36 69
PHF 0.72 0.00 0.57 0.86 0.83 0.90 0.86
Peak 15 X 4 64 0 28 80 40 40 80
Average Hour 40 0 12 35 17 31 40
Survey Total 161 0 47 141 68 124 159
14:00 8 0 7 20 10 8 20
14:15 10 0 3 16 9 10 15
14:30 12 0 5 14 10 10 18
14:45 16 0 1 19 4 8 16
15:00 12 0 2 8 7 9 14
15:15 12 0 3 11 5 11 13
15:30 9 0 5 9 2 8 5
15:45 15 0 1 10 3 2 18
16:00 15 0 6 10 1 3 4
16:15 10 0 1 2 4 3 10
16:30 7 0 1 3 3 12 8
16:45 13 0 0 3 1 4 3
17:00 5 0 2 6 0 9 5
17:15 3 0 2 6 5 12 1
17:30 6 0 2 2 3 9 4
17:45 8 0 6 2 1 6 5
Thursday, August 17, 2017
Total VolumesTime
Hwy1
7On
Ram
p
24
27
29
26
49
28
34
700
2:00 PM
39
30
64
52
55
38
3:00 PM
69
69
63
73
0.92
292
269
175
Heavy Vehicles (3 or more axles)
16
0 46
36
Hwy1
7Off
Ram
p
69
33
Tannery Rd
Hwy 17 SB On-Off Ramps & Tannery Rd
Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey
Weather: Sunny
Vehicle Class: Bicycles
Note:
Peak Hour Traffic by Movement to
0 n/a
0 0
1 1
0 n/a
NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS
left thru right left thru right left thru right left thru right N S W E
Peak Hour 0 0 0 1 0 0 0 1 0 0 0
PHF 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.25 0.00 0.00 0.00
Peak 15 X 4 0 0 0 4 0 0 0 4 0 0 0
Average Hour 0 0 0 0 0 0 0 1 0 0 0
Survey Total 0 0 0 1 0 0 0 3 0 0 0
14:00 0 0 0 0 0 0 0 1 0 0 0
14:15 0 0 0 0 0 0 0 0 0 0 0
14:30 0 0 0 0 0 0 0 0 0 0 0
14:45 0 0 0 0 0 0 0 0 0 0 0
15:00 0 0 0 0 0 0 0 0 0 0 0
15:15 0 0 0 0 0 0 0 0 0 0 0
15:30 0 0 0 0 0 0 0 0 0 0 0
15:45 0 0 0 0 0 0 0 0 0 0 0
16:00 0 0 0 1 0 0 0 0 0 0 0
16:15 0 0 0 0 0 0 0 0 0 0 0
16:30 0 0 0 0 0 0 0 0 0 0 0
16:45 0 0 0 0 0 0 0 1 0 0 0
17:00 0 0 0 0 0 0 0 0 0 0 0
17:15 0 0 0 0 0 0 0 1 0 0 0
17:30 0 0 0 0 0 0 0 0 0 0 0
17:45 0 0 0 0 0 0 0 0 0 0 0
Thursday, August 17, 2017
Total VolumesTime
Hwy1
7On
Ram
p
0
1
0
1
0
0
0
0
4
4:00 PM
1
0
0
0
0
0
5:00 PM
0
0
0
Crosswalk bike volumes shown are cyclists who rode their bike across the crosswalk and are not included in the pedestrian volume totals
1
0.50
4
2
1
Bicycles
0
1
0 0 0
0
Hwy1
7Off
Ram
p
1
0
Tannery Rd
0
LOCATION: Timberland Rd at Catalyst Rail Crossing
DIRECTION: Northbound
START DAY: 14-Aug-17
PROJECT: 5712 - Mott Macdonald - August 2017 SFPR Data Collection
NOTES: Suspect data highlighted in red
Mon Tue Wed Thu Fri Sat Sun
14-Aug-17 15-Aug-17 16-Aug-17 17-Aug-17 18-Aug-17 19-Aug-17 20-Aug-17
0 - 1 82 18 46 61 47 1
1 - 2 10 1 17 5 6 3
2 - 3 3 6 4 6 5 1
3 - 4 3 3 1 3 4 1
4 - 5 9 0 3 6 7 3
5 - 6 7 4 9 15 3 2
6 - 7 11 9 11 13 12 14
7 - 8 48 20 34 26 11 4
8 - 9 67 36 50 70 26 11
9 - 10 128 116 82 134 23 9
10 - 11 95 95 105 96 15 3
11 - 12 152 151 145 153 22 12
12 - 13 96 104 75 71 24 10
13 - 14 145 99 100 115 24 14
14 - 15 164 107 97 110 35 17
15 - 16 180 166 149 164 43 26
16 - 17 166 91 113 155 149 35 21
17 - 18 48 30 51 35 25 9 10
18 - 19 24 33 22 15 40 16 7
19 - 20 18 32 19 19 19 11 5
20 - 21 67 41 45 52 40 9 6
21 - 22 13 9 10 13 14 9 5
22 - 23 12 9 6 3 9 4 3
23 - 24 22 11 35 34 16 4 12
AM Peak Hr. 11:00 - 12:00 11:00 - 12:00 11:00 - 12:00 11:00 - 12:00 00:00 - 01:00 06:00 - 07:00
AM Peak Vol. 0 152 151 145 153 47 14
PM Peak Hr. 16:00 - 17:00 15:00 - 16:00 15:00 - 16:00 16:00 - 17:00 15:00 - 16:00 15:00 - 16:00 15:00 - 16:00
PM Peak Vol. 166 180 166 155 164 43 26
Daily Total 370 1456 1236 1254 1360 404 200
Daily % 62.5% 54.2% 51.9% 52.4% 53.4% 53.1% 74.9%
Timberland Rd at Catalyst Rail Crossing - Northbound
Time
24 HOUR ROAD TUBE COUNT - VOLUME
0
20
40
60
80
100
120
140
160
180
200
0-
1
1-
2
2-
3
3-
4
4-
5
5-
6
6-
7
7-
8
8-
9
9-
10
10
-1
1
11
-1
2
12
-1
3
13
-1
4
14
-1
5
15
-1
6
16
-1
7
17
-1
8
18
-1
9
19
-2
0
20
-2
1
21
-2
2
22
-2
3
23
-2
4
Ve
hic
leV
olu
me
/H
ou
r
Time Interval
Mon
Tue
Wed
Thu
Fri
Sat
Sun
LOCATION: Timberland Rd at Catalyst Rail Crossing
DIRECTION: Southbound
START DAY: 14-Aug-17
PROJECT: 5712 - Mott Macdonald - August 2017 SFPR Data Collection
NOTES: Suspect data highlighted in red
Mon Tue Wed Thu Fri Sat Sun
14-Aug-17 15-Aug-17 16-Aug-17 17-Aug-17 18-Aug-17 19-Aug-17 20-Aug-17
0 - 1 36 5 5 7 6 2
1 - 2 2 6 4 4 10 3
2 - 3 5 3 4 4 0 0
3 - 4 4 0 1 3 3 0
4 - 5 7 2 3 12 11 3
5 - 6 57 49 59 57 20 10
6 - 7 127 143 134 139 22 11
7 - 8 181 168 186 185 85 18
8 - 9 107 103 68 92 26 8
9 - 10 90 77 78 56 21 6
10 - 11 112 70 73 91 7 3
11 - 12 77 69 74 55 10 1
12 - 13 114 96 115 102 38 3
13 - 14 69 69 55 87 11 1
14 - 15 67 55 56 70 13 0
15 - 16 68 97 61 73 16 1
16 - 17 81 29 34 49 32 8 0
17 - 18 35 17 18 23 16 11 0
18 - 19 20 17 15 14 24 11 0
19 - 20 9 15 10 15 12 10 0
20 - 21 47 11 34 41 26 5 0
21 - 22 7 7 6 9 17 7 0
22 - 23 8 4 10 5 10 4 0
23 - 24 15 6 5 6 12 2 0
AM Peak Hr. 07:00 - 08:00 07:00 - 08:00 07:00 - 08:00 07:00 - 08:00 07:00 - 08:00 07:00 - 08:00
AM Peak Vol. 0 181 168 186 185 85 18
PM Peak Hr. 16:00 - 17:00 12:00 - 13:00 15:00 - 16:00 12:00 - 13:00 12:00 - 13:00 12:00 - 13:00 12:00 - 13:00
PM Peak Vol. 81 114 97 115 102 38 3
Daily Total 222 1229 1144 1138 1186 357 70
Daily % 37.5% 45.8% 48.1% 47.6% 46.6% 46.9% 26.2%
Timberland Rd at Catalyst Rail Crossing - Southbound
Time
24 HOUR ROAD TUBE COUNT - VOLUME
0
20
40
60
80
100
120
140
160
180
200
0-
1
1-
2
2-
3
3-
4
4-
5
5-
6
6-
7
7-
8
8-
9
9-
10
10
-1
1
11
-1
2
12
-1
3
13
-1
4
14
-1
5
15
-1
6
16
-1
7
17
-1
8
18
-1
9
19
-2
0
20
-2
1
21
-2
2
22
-2
3
23
-2
4
Ve
hic
leV
olu
me
/H
ou
r
Time Interval
Mon
Tue
Wed
Thu
Fri
Sat
Sun
LOCATION: Timberland Rd at Catalyst Rail Crossing
DIRECTION: Northbound and Southbound
START DAY: 14-Aug-17
PROJECT: 5712 - Mott Macdonald - August 2017 SFPR Data Collection
NOTES: Suspect data highlighted in red
Mon Tue Wed Thu Fri Sat Sun
14-Aug-17 15-Aug-17 16-Aug-17 17-Aug-17 18-Aug-17 19-Aug-17 20-Aug-17
0 - 1 118 23 51 68 53 3
1 - 2 12 7 21 9 16 6
2 - 3 8 9 8 10 5 1
3 - 4 7 3 2 6 7 1
4 - 5 16 2 6 18 18 6
5 - 6 64 53 68 72 23 12
6 - 7 138 152 145 152 34 25
7 - 8 229 188 220 211 96 22
8 - 9 174 139 118 162 52 19
9 - 10 218 193 160 190 44 15
10 - 11 207 165 178 187 22 3
11 - 12 229 220 219 208 32 13
12 - 13 210 200 190 173 62 13
13 - 14 214 168 155 202 35 15
14 - 15 231 162 153 180 48 17
15 - 16 248 263 210 237 59 27
16 - 17 247 120 147 204 181 43 21
17 - 18 83 47 69 58 41 20 10
18 - 19 44 50 37 29 64 27 7
19 - 20 27 47 29 34 31 21 5
20 - 21 114 52 79 93 66 14 6
21 - 22 20 16 16 22 31 16 5
22 - 23 20 13 16 8 19 8 3
23 - 24 37 17 40 40 28 6 12
AM Peak Hr. 07:00 - 08:00 11:00 - 12:00 07:00 - 08:00 07:00 - 08:00 07:00 - 08:00 06:00 - 07:00
AM Peak Vol. 0 229 220 220 211 96 25
PM Peak Hr. 16:00 - 17:00 15:00 - 16:00 15:00 - 16:00 15:00 - 16:00 15:00 - 16:00 12:00 - 13:00 15:00 - 16:00
PM Peak Vol. 247 248 263 210 237 62 27
Daily Total 592 2685 2380 2392 2546 761 267
Daily % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
Timberland Rd at Catalyst Rail Crossing - 2-Way
Time
24 HOUR ROAD TUBE COUNT - VOLUME
0
50
100
150
200
250
300
0-
1
1-
2
2-
3
3-
4
4-
5
5-
6
6-
7
7-
8
8-
9
9-
10
10
-1
1
11
-1
2
12
-1
3
13
-1
4
14
-1
5
15
-1
6
16
-1
7
17
-1
8
18
-1
9
19
-2
0
20
-2
1
21
-2
2
22
-2
3
23
-2
4
Ve
hic
leV
olu
me
/H
ou
r
Time Interval
Mon
Tue
Wed
Thu
Fri
Sat
Sun
LOCATION: Robson Rd North of Elevator Rd
DIRECTION: Northbound
START DAY: 15-Aug-17
PROJECT: 5712 - Mott Macdonald - August 2017 SFPR Data Collection
NOTES:
Tue Wed Thu Fri Sat Sun Mon
15-Aug-17 16-Aug-17 17-Aug-17 18-Aug-17 19-Aug-17 20-Aug-17 21-Aug-17
0 - 1 10 11 12 15 9 0 7
1 - 2 5 0 5 3 3 2 1
2 - 3 3 7 3 2 3 1 2
3 - 4 3 4 2 4 4 2 1
4 - 5 5 1 2 3 5 3 1
5 - 6 8 5 8 10 4 0 6
6 - 7 11 13 8 13 12 11 16
7 - 8 31 60 43 40 10 5 51
8 - 9 73 24 62 60 18 11 66
9 - 10 69 82 60 52 16 5 90
10 - 11 81 70 67 85 14 13 66
11 - 12 76 79 89 64 11 9 84
12 - 13 88 70 62 65 13 8 61
13 - 14 65 73 61 81 12 12 68
14 - 15 97 81 79 89 19 10 90
15 - 16 102 104 105 107 15 20 113
16 - 17 42 45 45 48 21 14 114
17 - 18 20 34 22 20 8 10 44
18 - 19 30 19 19 29 18 12 25
19 - 20 20 17 14 16 12 4 20
20 - 21 13 16 16 21 9 9 10
21 - 22 8 8 11 11 8 7 10
22 - 23 8 5 4 7 3 4 5
23 - 24 11 14 10 11 6 6 9
AM Peak Hr. 10:00 - 11:00 09:00 - 10:00 11:00 - 12:00 10:00 - 11:00 08:00 - 09:00 10:00 - 11:00 09:00 - 10:00
AM Peak Vol. 81 82 89 85 18 13 90
PM Peak Hr. 15:00 - 16:00 15:00 - 16:00 15:00 - 16:00 15:00 - 16:00 16:00 - 17:00 15:00 - 16:00 16:00 - 17:00
PM Peak Vol. 102 104 105 107 21 20 114
Daily Total 879 842 809 856 253 178 960
Daily % 42.9% 45.3% 46.9% 46.6% 48.8% 48.5% 46.8%
Robson Rd North of Elevator Rd - Northbound
Time
24 HOUR ROAD TUBE COUNT - VOLUME
0
20
40
60
80
100
120
140
0-
1
1-
2
2-
3
3-
4
4-
5
5-
6
6-
7
7-
8
8-
9
9-
10
10
-1
1
11
-1
2
12
-1
3
13
-1
4
14
-1
5
15
-1
6
16
-1
7
17
-1
8
18
-1
9
19
-2
0
20
-2
1
21
-2
2
22
-2
3
23
-2
4
Ve
hic
leV
olu
me
/H
ou
r
Time Interval
Tue
Wed
Thu
Fri
Sat
Sun
Mon
LOCATION: Robson Rd North of Elevator Rd
DIRECTION: Southbound
START DAY: 15-Aug-17
PROJECT: 5712 - Mott Macdonald - August 2017 SFPR Data Collection
NOTES:
Tue Wed Thu Fri Sat Sun Mon
15-Aug-17 16-Aug-17 17-Aug-17 18-Aug-17 19-Aug-17 20-Aug-17 21-Aug-17
0 - 1 6 5 3 7 4 3 2
1 - 2 2 4 2 1 9 1 2
2 - 3 5 2 2 2 1 1 1
3 - 4 2 1 3 3 3 1 2
4 - 5 3 1 2 10 11 2 8
5 - 6 54 48 51 53 18 10 55
6 - 7 91 102 98 103 9 8 93
7 - 8 93 106 97 98 43 15 141
8 - 9 123 73 78 107 23 14 111
9 - 10 102 132 87 65 15 8 125
10 - 11 142 88 84 94 7 8 92
11 - 12 96 77 73 52 7 8 91
12 - 13 131 95 95 79 15 14 84
13 - 14 96 85 75 91 14 13 83
14 - 15 97 61 53 69 13 11 69
15 - 16 39 52 25 42 15 15 44
16 - 17 20 24 17 17 8 8 22
17 - 18 14 16 18 13 8 14 19
18 - 19 16 14 17 18 10 5 20
19 - 20 12 8 13 14 12 11 10
20 - 21 9 7 9 10 5 6 6
21 - 22 8 5 5 15 7 5 6
22 - 23 3 7 6 4 4 4 3
23 - 24 4 5 2 13 4 4 3
AM Peak Hr. 10:00 - 11:00 09:00 - 10:00 06:00 - 07:00 08:00 - 09:00 07:00 - 08:00 07:00 - 08:00 07:00 - 08:00
AM Peak Vol. 142 132 98 107 43 15 141
PM Peak Hr. 12:00 - 13:00 12:00 - 13:00 12:00 - 13:00 13:00 - 14:00 12:00 - 13:00 15:00 - 16:00 12:00 - 13:00
PM Peak Vol. 131 95 95 91 15 15 84
Daily Total 1168 1018 915 980 265 189 1092
Daily % 57.1% 54.7% 53.1% 53.4% 51.2% 51.5% 53.2%
Robson Rd North of Elevator Rd - Southbound
Time
24 HOUR ROAD TUBE COUNT - VOLUME
0
20
40
60
80
100
120
140
160
0-
1
1-
2
2-
3
3-
4
4-
5
5-
6
6-
7
7-
8
8-
9
9-
10
10
-1
1
11
-1
2
12
-1
3
13
-1
4
14
-1
5
15
-1
6
16
-1
7
17
-1
8
18
-1
9
19
-2
0
20
-2
1
21
-2
2
22
-2
3
23
-2
4
Ve
hic
leV
olu
me
/H
ou
r
Time Interval
Tue
Wed
Thu
Fri
Sat
Sun
Mon
LOCATION: Robson Rd North of Elevator Rd
DIRECTION: Northbound and Southbound
START DAY: 15-Aug-17
PROJECT: 5712 - Mott Macdonald - August 2017 SFPR Data Collection
NOTES:
Tue Wed Thu Fri Sat Sun Mon
15-Aug-17 16-Aug-17 17-Aug-17 18-Aug-17 19-Aug-17 20-Aug-17 21-Aug-17
0 - 1 16 16 15 22 13 3 9
1 - 2 7 4 7 4 12 3 3
2 - 3 8 9 5 4 4 2 3
3 - 4 5 5 5 7 7 3 3
4 - 5 8 2 4 13 16 5 9
5 - 6 62 53 59 63 22 10 61
6 - 7 102 115 106 116 21 19 109
7 - 8 124 166 140 138 53 20 192
8 - 9 196 97 140 167 41 25 177
9 - 10 171 214 147 117 31 13 215
10 - 11 223 158 151 179 21 21 158
11 - 12 172 156 162 116 18 17 175
12 - 13 219 165 157 144 28 22 145
13 - 14 161 158 136 172 26 25 151
14 - 15 194 142 132 158 32 21 159
15 - 16 141 156 130 149 30 35 157
16 - 17 62 69 62 65 29 22 136
17 - 18 34 50 40 33 16 24 63
18 - 19 46 33 36 47 28 17 45
19 - 20 32 25 27 30 24 15 30
20 - 21 22 23 25 31 14 15 16
21 - 22 16 13 16 26 15 12 16
22 - 23 11 12 10 11 7 8 8
23 - 24 15 19 12 24 10 10 12
AM Peak Hr. 10:00 - 11:00 09:00 - 10:00 11:00 - 12:00 10:00 - 11:00 07:00 - 08:00 08:00 - 09:00 09:00 - 10:00
AM Peak Vol. 223 214 162 179 53 25 215
PM Peak Hr. 12:00 - 13:00 12:00 - 13:00 12:00 - 13:00 13:00 - 14:00 14:00 - 15:00 15:00 - 16:00 14:00 - 15:00
PM Peak Vol. 219 165 157 172 32 35 159
Daily Total 2047 1860 1724 1836 518 367 2052
Daily % 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
Robson Rd North of Elevator Rd - 2-Way
Time
24 HOUR ROAD TUBE COUNT - VOLUME
0
50
100
150
200
250
0-
1
1-
2
2-
3
3-
4
4-
5
5-
6
6-
7
7-
8
8-
9
9-
10
10
-1
1
11
-1
2
12
-1
3
13
-1
4
14
-1
5
15
-1
6
16
-1
7
17
-1
8
18
-1
9
19
-2
0
20
-2
1
21
-2
2
22
-2
3
23
-2
4
Ve
hic
leV
olu
me
/H
ou
r
Time Interval
Tue
Wed
Thu
Fri
Sat
Sun
Mon
Mott MacDonald | Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks
387244-MMD-00-P0-RP-TE-0001 | February 28, 2018
C. Level of Service Thresholds
LoS Rating
Average Vehicle Delay (seconds/vehicle)
Traffic Flow Description Signalised Unsignalised
A Less than 10 Less than 10 Free flow: minimal
delays
B 10 to 20 10 to 15 Reasonably free flow:
slight delays
C 20 to 35 15 to 25 Stable flow: noticeable
delays
D 35 to 55 25 to 35 Approaching unstable flow: moderate delays
E 55 to 80 35 to 50 Unstable flow: lengthy
delays
F Greater than 80 Greater than 50 Forced flow: severe
delays and congestion
Mott MacDonald | Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks
387244-MMD-00-P0-RP-TE-0001 | February 28, 2018
D. Drawings
1. Site Location and Aerial View 1856-001.01 Figure 1
2. Site Plan – Permitting 40600-LO-DWG-00129-A
3. Site Plan – Port of Vancouver 2030 Access Alternative Overpass 40600-LO-DWG-00157-A
Path: O:\!1800\1856\001\01\map\ProjectDescription\Fig01_1856_001_01_BHP_ProjectDevelopmentArea_WithInset_171012.mxd
P rod uction Date: O ctob er-13-2017
BHP Billiton
1856-001.01 Figure 1
Fraser River
Berth 3
Berth 4 Berth 5
Berth 7
Berth 8Berth 9
Berth 10
Substation
Potash Storage Building
Shiploader
Conveyor
Rail Car UnloadingStation
Shed 6 CatalystShed 1 Shed 2
Bekaert
Shed 5Shed4
Canadian National (SWM) Railway Corridor
116A
StCrown Cr
100Ave
99 Ave
97Ave
103AAve
RegentP l
116 St
96A Ave
Sc ott Rd
115A St
Regal Dr
ElevatorRd
Townline Div
97B Ave
98 Ave
117
St
Queens Pl
99AAve 120
St98A Ave
Grace Rd
97A Ave
96 Ave
P lywood Rd
RiverRd
P rincess Dr
Bailey Cr
Millar Rd
Rob son Rd
Royal Cr
Tim b erland RdBc Hyd ro (SWM) Rwy
Canad ian National(SWM) RwyBurl North (SWM) Rwy
Highway 17
DRAFTFor Discussion P urp ose O nly
P age Size: 11" x 17"NAD 1983 UTM Z one 10N
±
1. This m ap is not intend ed to b e a “stand -alone” d ocum ent, but a visual aidof the information contained within the referenced Rep ort. It is intend ed tob e used in conjunction with the scop e of services and lim itations d escrib edtherein.2. This extent should b e c onsid ered ap p roxim ate only.
- P DA ob tained from BHP Billiton Ref: 40600-LO -DWG-00129.d wg- Basem ap : O rtho Im agery from City of Surrey.
Notes
Sources
0 75 150 225 300Metres
P rop osed P otash Exp ort FacilityFraser Surrey Doc ks, Surrey, BC
LegendP roject Develop m ent AreaP roject Ac cess Corrid orP roject InfrastructureP rop osed P roject RailsHighwayRoad (Collector)Road (Local)Road (Gravel)
Site Location and Aerial View
1:7,500
Map Extent
FRASER RIVER
BUILDING TO BE PARTIALLYDEMOLISHED
SHED 6
SHED 5
SHED 2
RECLAIM CONVEYOR413210A-CV-00004
STACKING CONVEYOR412110A-CV-00003
POTASH STORAGE BUILDINGPHASE 1 (160,000 t)412920A-BLD-00002
SHIPLOADER414310A-SLS-00001
DIESEL SHOPTO BE RELOCATED
TRANSFER TOWER 4414140A-BLD-00006
TRANSFER TOWER 2411450A-BLD-00004
TRANSFER TOWER 3414110A-BLD-00005
TRANSFER TOWER 1411430A-BLD-00003
RAIL CAR UNLOADING STATION411910A-BLD-00001
PIT CONVEYOR411420A-CV-00001
OUTFEED CONVEYOR414120A-CV-00005
OUTLOADING CONVEYOR414130A-CV-00006
ELECTRICAL ROOM 3414820A-BLD-00009
ELECTRICAL ROOM 2411820A-BLD-00008
WHARFCONVEYOR
414150A-CV-00007
PORTAL RECLAIMER413110A-RSC-00001
STORAGE FEEDCONVEYOR
411440A-CV-00002
82,000 DWTKAMSARMAX
20,000 DWTHANDY SIZE
BAG HOUSE DUST COLLECTOR411330A-DC-00001
SUBSTATION / ELECTRIC ROOM 1418320A-BLD-00007
EXISTING RAILS
BERTH FACE
11 DEG 25'00" (R153.221m) CURVE
SHED 1
11 DEG (R159.000m)CURVE
11 DEG (R159.000m)CURVE
11 DEG (R159.000m)CURVE
SHED 4
OFF SPEC STORAGE413910A-BLD-00010
LEVEL RAIL CROSSING
LEVEL RAIL CROSSING
BAG HOUSE DUST COLLECTOR411460A-DC-00003
BAG HOUSE DUSTCOLLECTOR414160A-DC-00002
REFER TO DWG.40600-MA-DWG-00011FOR SEISMIC UPGRADE
OVERPASS
OVERPASS
OVERPASS
PLANSCALE 1:2000
NOTE: GROUND COORDINATE SYSTEM
OVERALL SITE - PLANSCALE 1:2000
FRASER RIVER
NOTE: GROUND COORDINATE SYSTEM
BUILDING TO BE PARTIALLYDEMOLISHED
SHED 6
SHED 5
SHED 2
RECLAIM CONVEYOR413210A-CV-00004
STACKING CONVEYOR412110A-CV-00003
POTASH STORAGE BUILDINGPHASE 1 (160,000 t)412920A-BLD-00002
SHIPLOADER414310A-SLS-00001
DIESEL SHOPTO BE RELOCATED
TRANSFER TOWER 4414140A-BLD-00006
TRANSFER TOWER 2411450A-BLD-00004
TRANSFER TOWER 3414110A-BLD-00005
TRANSFER TOWER 1411430A-BLD-00003
RAIL CAR UNLOADING STATION411910A-BLD-00001
PIT CONVEYOR411420A-CV-00001
OUTFEED CONVEYOR414120A-CV-00005
OUTLOADING CONVEYOR414130A-CV-00006
ELECTRICAL ROOM 3414820A-BLD-00009
ELECTRICAL ROOM 2411820A-BLD-00008
WHARFCONVEYOR
414150A-CV-00007
PORTAL RECLAIMER413110A-RSC-00001
STORAGE FEEDCONVEYOR
411440A-CV-00002
82,000 DWTKAMSARMAX
20,000 DWTHANDY SIZE
BAG HOUSE DUST COLLECTOR411330A-DC-00001
SUBSTATION / ELECTRIC ROOM 1418320A-BLD-00007
EXISTING RAILS
BERTH FACE
11 DEG 25'00" (R153.221m) CURVE
SHED 1
11 DEG (R159.000m)CURVE
11 DEG (R159.000m)CURVE
11 DEG (R159.000m)CURVE
SHED 4
OFF SPEC STORAGE413910A-BLD-00010
LEVEL RAIL CROSSING
LEVEL RAIL CROSSING
BAG HOUSE DUST COLLECTOR411460A-DC-00003
BAG HOUSE DUSTCOLLECTOR414160A-DC-00002
REFER TO DWG.40600-MA-DWG-00011FOR SEISMIC UPGRADE
Mott MacDonald | Traffic Impact Study 37 BHP Potash Export Facility at Fraser Surrey Docks
387244-MMD-00-P0-RP-TE-0001 | February 28, 2018
mottmac.com