Traffic Impact Study - Vancouver Fraser Port Authority...Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks February 2018 40600-RE-RPT-55079 Revision 0 February

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

387244-MMD-00-P0-RP-TE-0001 | February 2018

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

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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



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

18


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


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.




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.



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


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


Highway 17

Robson Rd

Scott Rd / 120 Ave



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


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:




● 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



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



● 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.



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.



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



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%



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


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






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


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;


over 0.75); and

● No changes to the LOS grades of any of the intersections.



Table 7: Opening Day Intersection Conditions


AM Peak 6:30 - 7:30

PM Peak 3:00 - 4:00

LOS (Average Delay in

seconds)


seconds)


Signalised B

(13.6) B

(11.0)


Signalised B

(14.9) B

(18.9)


(9.4) A

(9.3)


(0.0) A

(2.3)


(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.


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.




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.



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




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


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






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.



periods;


over 0.75); and

● No changes to the LOS grades of any of the intersections.

Table 10: Opening Day + Project Intersection Conditions


AM Peak 6:30 - 7:30

PM Peak 3:00 - 4:00

LOS (Average Delay

in seconds)

LOS (Average Delay

in seconds)


Signalised B

(13.9) B

(11.5)


Signalised B

(15.7) B

(18.8)


(9.5) A

(9.4)


(0.0) A

(1.8)


(0.4) A

(2.3)



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


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.


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).




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




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


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


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






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.



periods;


over 0.75); and

● No changes to the LOS grades of any of the intersections

Table 13: Future Horizon Intersection Conditions


AM Peak 6:30 - 7:30

PM Peak 3:00 - 4:00


seconds)


seconds)


Signalised B

(11.5) B

(10.7)


Signalised B

(15.5) B

(19.4)


(9.0) A

(9.2)

Plywood / Robson/ Hwy 17

Free / Yield A

(7.9) A

(8.1)


(0.0) A

(2.1)



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




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






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


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.



periods;


over 0.75); and

● No changes to the LOS grades of any of the intersections



Table 15: Future Horizon + Project Intersection Conditions


AM Peak 6:30 - 7:30

PM Peak 3:00 - 4:00


seconds)


seconds)


Signalised B

(11.6) B

(10.8)


Signalised B

(16.3) B

(19.8)


(9.0) A

(9.2)

Plywood / Robson/ Hwy 17

Free / Yield A

(8.0) A

(8.4)


(0.0) A

(1.9)



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.



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



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



Appendices

A. Synchro Plots 33

B. Intersection Turning Movement Counts and Tube Counts Sheets 34

C. Level of Service Thresholds 35

D. Drawings 36



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


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


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


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



Weather: Sunny

Vehicle Class: Passenger Cars


14

24

Tannery Rd

252 328

17 203

97

21

7



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


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



Weather: Sunny

Vehicle Class: Heavy Vehicles (3 or more axles)


16

14

Tannery Rd

96 101

78 86

1 2



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


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



Weather: Sunny

Vehicle Class: Bicycles

Note:


1 0

Tannery Rd

4 3

0 0

0 0

NORTH Approach SOUTH Approach WEST Approach EAST Approach BIKES in X-WALKS


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


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


Project: #5712: Mott Macdonald - August 2017 SFPR Data Collection Afternoon Peak PeriodMunicipality: Surrey

Weather: Sunny



47

51

Tannery Rd

145 287

262 446

150

196



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


161

0.82

964

521

158

98

147

4:00 PM3:00 PM

09 38

42

Pine

Rd

0

0




Weather: Sunny



37

29

Tannery Rd

102 226

213 391

15

0

19

6



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


Total Volumes

Pine

Rd



Weather: Sunny



16

26

Tannery Rd

68 85

93 102

0 2



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


433

2:00 PM

21

17

42

32

35

21

3:00 PM

63

7

13

15

11

32

16

17

Time


Total Volumes

Pine

Rd



Weather: Sunny


Note:


0 0

Tannery Rd

0 0

0 0

0 0



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


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


Total Volumes

Pine

Rd

0

Hwy 17 NB On-Off Ramps & Tannery Rd


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%


(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%


Time PeriodEntering

Intersection


Total



Weather: Sunny



n/a

25

0

954 956

254 438

n/a

43

2



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


Hwy1

7On

Ram

p

145

811




Weather: Sunny



n/a

21

0

840 878

198 376

n/a

35

0



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


7:30 AM6:30 AM

Tannery Rd

9

751

Hwy1

7On

Ram

p



Weather: Sunny



n/a

48

137 97

73 63

n/a

78



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


8:30 AM

58

18

229

687

86

11

59

69

54

19 8

7:30 AM

276


Total

VolumesTime

54

63

41

49

70

48

66



Weather: Sunny


Note:


n/a

0

1 1

1 1

n/a

0



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


0

Hwy1

7Off

Ram

p

0

3

5

7:30 AM6:30 AM




Weather: Sunny



n/a

241

433 437

560 1092

n/a

769



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


4:30 PM3:30 PM

93


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



Weather: Sunny



n/a

20

9

380 408

480 985

n/a

68

6



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


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



Weather: Sunny



n/a

58

105 63

115 109

n/a

94



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


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


Hwy1

7Off

Ram

p

54

12

16

24

30

85

Tannery Rd

Hwy1

7On

Ram

p



Weather: Sunny


Note:


n/a

1

0 0

0 0

n/a

1



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


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


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


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%


(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%


Time PeriodEntering

Intersection


Total



Weather: Sunny



18

4

n/a

403 954

271 254

75

2

n/a



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


Hwy1

7Off

Ram

p

323


1

7:30 AM



Weather: Sunny



15

2

n/a

328 840

203 198

66

9

n/a



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


7:30 AM6:30 AM

Tannery Rd



Weather: Sunny



40

n/a

75 136

79 74

10

6

n/a



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


8:15 AM

51

241

723

56

64

67

55

7:15 AM

272

55

70


Total

VolumesTime

57

58

70

56

68



Weather: Sunny


Note:


1 n/a

1 1

0 1

0 n/a



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


7:30 AM6:30 AM


Hwy1

7Off

Ram

p

0

Hwy1

7On

Ram

p

0

0

2

8

0

0.25



Weather: Sunny



261

n/a

287 472

446 548

344

n/a



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


4:00 PM3:00 PM

155

205


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



Weather: Sunny



20

2

n/a

226 392

391 462

29

7

n/a



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


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



Weather: Sunny



62

n/a

85 105

102 115

69

n/a



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


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


16

0 46

36

Hwy1

7Off

Ram

p

69

33

Tannery Rd



Weather: Sunny


Note:


0 n/a

0 0

1 1

0 n/a



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


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


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


DIRECTION: Southbound






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


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


DIRECTION: Northbound and Southbound






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


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



NOTES:

Tue Wed Thu Fri Sat Sun Mon


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


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


DIRECTION: Southbound



NOTES:



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


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


DIRECTION: Northbound and Southbound



NOTES:



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


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



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



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




RAIL CAR UNLOADING STATION411910A-BLD-00001

PIT CONVEYOR411420A-CV-00001

OUTFEED CONVEYOR414120A-CV-00005

OUTLOADING CONVEYOR414130A-CV-00006

ELECTRICAL ROOM 3414820A-BLD-00009


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



SHED 4

OFF SPEC STORAGE413910A-BLD-00010

LEVEL RAIL CROSSING

LEVEL RAIL CROSSING


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





RAIL CAR UNLOADING STATION411910A-BLD-00001

PIT CONVEYOR411420A-CV-00001

OUTFEED CONVEYOR414120A-CV-00005

OUTLOADING CONVEYOR414130A-CV-00006



WHARFCONVEYOR

414150A-CV-00007

PORTAL RECLAIMER413110A-RSC-00001

STORAGE FEEDCONVEYOR

411440A-CV-00002

82,000 DWTKAMSARMAX

20,000 DWTHANDY SIZE


SUBSTATION / ELECTRIC ROOM 1418320A-BLD-00007

EXISTING RAILS

BERTH FACE

11 DEG 25'00" (R153.221m) CURVE

SHED 1




SHED 4

OFF SPEC STORAGE413910A-BLD-00010

LEVEL RAIL CROSSING

LEVEL RAIL CROSSING


BAG HOUSE DUSTCOLLECTOR414160A-DC-00002

REFER TO DWG.40600-MA-DWG-00011FOR SEISMIC UPGRADE



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Traffic Impact Study - Vancouver Fraser Port Authority...Traffic Impact Study BHP Potash Export Facility at Fraser Surrey Docks February 2018 40600-RE-RPT-55079 Revision 0 February