10340 Democracy Lane, Suite 305 - City of Richmond, Virginia · 2019-06-14 · T3 Design,...

T3 Design, Corporation 10340 Democracy Lane, Suite 305 Fairfax, Virginia 22030

Phone 703.359.5861 ▪ Fax 703.359.5863

Visit us at www.t3design.us

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TECHNICAL MEMORANDUM

DATE: May 18, 2015

TO: City of Richmond

FROM: Asma Ali, Ph.D., P.E., PTOE

RE: Hull Street Road Improvements – Signal Warrant Study

EXECUTIVE SUMMARY T3 Design evaluated traffic signal warrants as a part of the Hull Street Road improvement project in City of Richmond. The project limits extends between Chippenham Parkway and Arizona Drive and it involves improving roadway geometry and implementing access management to the adjacent properties. The project is expected to be advertised in 2018 and completed in 2020. The design year is 20 years from the build out year, or 2040. Traffic signals warrants were evaluated for the following intersections for the existing, build out and design years traffic conditions:

1. Hull Street Road at Bryce Lane 2. Hull Street Road at Swanson Road/Chesterfield Drive 3. Hull Street Road at Linwood Avenue

The signal warrant evaluation indicate the following results:

1. Hull Street at Bryce Lane intersection: Traffic signal Warrants 2 and 3 are met for the for the design year (2040) traffic conditions. Signal warrants are not met for the existing and build year conditions.

2. Hull Street at Swanson Road/Chesterfield Drive intersection:

a. Signal warrants are not met for the existing, build out and design year conditions when Swanson Road is considered higher volume minor approach and Hull Street Road is considered major conflicting street.

b. Signal Warrant 3 is met for the design year conditions when eastbound left turn lane from Hull Street Road is considered minor approach and westbound Hull Street Road is considered major conflicting street.

3. Hull Street at Linwood Avenue intersection: Signal warrants are not met for the existing, build out and design year conditions.

Based on the results of the signal warrant evaluation, new traffic signals are not proposed for construction as part of the roadway improvement project. However, it is recommended to monitor traffic volumes at the Hull Street and Bryce Road intersection and install a traffic signal when warranted, which is expected in about 20 to 25 years.

nelson

Draft


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INTRODUCTION

This report presents traffic signal warrant evaluation results for the intersections of Hull Street Road with Bryce Lane, Swanson Road/Chesterfield Drive, and Linwood Avenue as a part of the Hull Street Road improvement project. The project involves improvements to Hull Street Road geometry, including intersection geometry, adding dedicated left and right turn lanes, and implementing access management to the adjacent properties. The project limits extend between Chippenham Parkway to the west and Arizona Drive to the east. The project is expected to be completed in 2020, and the design year is 2040. Signal warrants were evaluated for existing (2015), build out (2020) and design year (2040) traffic conditions. The Manual of Uniform Traffic Control Devices (MUTCD, 2009) includes nine warrants to be considered for a traffic signal installation. Out of the nine warrants, the following five warrants were evaluated as a part of this study:

1. Warrant 1 (Eight-Hour Vehicular Volume) 2. Warrant 2 (Four-Hour Vehicular Volume) 3. Warrant 3 (Peak Hour Vehicular Volume) 4. Warrant 4 (Pedestrian Volume) 5. Warrant 7 (Crash Experience)

Warrant 5 (School Crossing), Warrant 6 (Coordinated Signal System) Warrant 8 (Roadway Network), and Warrant 9 (Intersection Near a Grade Crossing) are not applicable at these locations, so they were not included. Fourteen-hour turning movement counts were collected at the study intersections from 6:00 AM to 8:00 PM during the weeks of January 19 and January 26, 2015. The three years crash history (from February 1, 2012 to January 31, 2015) was obtained from City of Richmond for each intersection. This memorandum presents traffic data for the existing and future year conditions, signal warrant analysis methodology, signal warrant analysis results, and recommendations.


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EXISTING ROADWAY GEOMETRY Hull Street Road is an urban principal arterial that runs east to west as four- to six-lane divided highway between I-95 to the east and US 460 to the west. The land uses along Hull Street Road are a mix of residential and commercial developments, including shopping centers, grocery stores, fast food and sit-down restaurants, and a mobile home community. There are closely-spaced driveways and median crossover openings throughout the corridor. Based on the 2014 average annual daily traffic (AADT) published by VDOT, the daily traffic volumes on Hull Street Road range from 24,000 to 26,000 vehicles per day between Chippenham Parkway and Route 161 (Belt Boulevard). The speed limit on Hull Street Road is 35 mph. Bryce Lane is a two-lane urban collector which terminates at Hull Street Road at its northern end as a stop-controlled T-intersection. The land uses along Bryce Lane are primarily residential, but it also provides access to a few commercial developments adjacent to its intersection with Hull Street Road. The AADT on Bryce Lane is 2,100 vpd between Hull Street Road and Broad Road, and the posted speed limit is 30 mph. Swanson Road/Chesterfield Drive is a two-lane local road which terminates at Hull Street Road at its southern end as a stop-controlled intersection opposite from Chesterfield Drive. The land uses along Swanson Road are primarily residential, but it also provides access to the Food Lion Grocery store and a fast food restaurant near its intersection with Hull Street Road. The AADT on Bryce Lane is 1,600 vpd between Whitehead Road and Bolton Road and the posted speed limit is 25 mph. Chesterfield Drive is a two-lane local road that ends at 1,000 feet south of Hull Street Road. The segment of Chesterfield Road that intersects Hull Street Road is blocked off by a barricade 200 feet south of the intersection. Linwood Avenue is a two-lane local street which terminates at it northern end at Hull Street Road as a stop-controlled T-intersection. At its southern end, Linwood Avenue terminates at Powell Road approximately 1,600 south of Hull Street Road. The land uses along Linwood Avenue are primarily residential, but it provides access to a few commercial developments adjacent to its intersection with Hull Street Road. The posted speed on Linwood Avenue is 25 mph. ADDT volumes are not published for this street. Figure 1 shows the location, existing lane configuration and traffic controls for the study intersections.


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Figure 1: Study Site Location and Lane Configuration

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SIGNAL WARRANTS EVALUATION METHODOLOGY Traffic signal were evaluated using two different methods:

Considering the side streets (Bryce Lane, Swanson Road, and Linwood Avenue) as the

high volume minor approaches and Hull Street Road (eastbound and westbound) as the

conflicting major approach.

Considering the following left turning movements on Hull Street Road as the high volume

minor street and the conflicting Hull Street Road approach as the major street:

o Hull Street at Bryce Lane – Westbound left turn as the minor approach and

eastbound Hull Street Road as the conflicting major street

o Hull Street at Swanson Road – Eastbound left turn as the minor approach and

westbound Hull Street Road as the conflicting major street

o Hull Street at Linwood Avenue – Westbound left turn as the minor approach and

eastbound Hull Street Road as the conflicting major street

Right Turn Reduction

Since the degree of conflict for right turns from the minor street is less than for through and left turns that must cross two directions of oncoming traffic, the right turn movement experiences lesser delays than the left turn or through movements. The effect of right turn volumes from the minor street approach has been recognized in Section 4C.01 of MUTCD. This section states that engineering judgment should be used to reduce right turn volumes from the minor street traffic counts when evaluating signal warrants. The NCHRP Report 457 provides a methodology for right turn volume reduction based on conflicting volumes, number of lanes on the conflicting approach, and the side street lane configuration. In a research article published in ITE Journal, Traffic Signal Warrants, Two Agencies Preferences (2001), practice for right turn volume reduction by different agencies is discussed. Based on the methodology defined in NCHRP Report 457, ITE Journal research article, and engineering judgment, the following right turn reduction factors were applied at each intersection:

Northbound right turns from Bryce Lane - 40 percent

Southbound right turns from Swanson Road - 75 percent

Northbound right turns from Linwood Avenue – 0 (zero) percent

Traffic Volume Projection

To calculate future traffic volumes, existing volumes were projected by a one percent compounded annual growth rate over a five-year period, 2015 through 2020, or an overall increase of 1.05 percent for the build out year analysis. Design year traffic projections were based on increasing existing volumes for one percent compounded over 25 years, 2015 through 2040, or an overall 1.28 percent increase. The one percent annual traffic growth rate was approved by City of Richmond.

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As a part of the access management implementation, median crossover openings are proposed to be closed throughout the corridor. With the median crossover closures, left turning volumes to and from the side streets were re-routed to the nearest intersections. The existing year AM (6:00-9:00 AM) and PM (3:00-7:00 PM) peak period turning movement counts were collected at all major median crossover openings, but midday (9:00 AM-3:00 PM) and of-peak (7:00-8:00 PM) hourly volumes at the median crossover openings were not collected as it was out of the scope of this study. The midday and off-peak hourly volumes at median crossover openings were calculated using hourly volume percentages from the study intersection counts or an average of the AM and PM peak period counts were used. The total traffic volumes for the signal warrant evaluation are the sum of the projected background traffic volumes and the re-routed volumes.

SIGNAL WARRANT EVALUATION RESULTS The signal warrant evaluation yields the following results:

Intersection of Hull Street at Bryce Lane

When considering Bryce Lane as the minor street and Hull Street Road as the major street, signal warrants are not met for existing or build out year (2020) traffic conditions.

When considering Bryce Lane as the minor street and Hull Street Road as the major street, Warrant 2 (Four Hour Volume) and Warrant 3 (Peak Hour Volume) are met for design year (2040) traffic conditions.

When considering the westbound left turn from Hull Street Road as the minor approach and eastbound Hull Street Road as the conflicting major road, signal warrants are not met for existing, build out or design year traffic conditions.

A sensitivity analysis of the traffic volumes was conducted, considering Hull Street Road as the major street and Bryce Lane as the minor street, to determine an intermediate year when traffic signal warrants are expected to be met prior to the design year. This analysis indicates that Warrants 2 and 3 are expected to be met around 2036, or four years prior to the design year. This means that a signal does need to be constructed at this intersection as part of the roadway improvement project. It is recommended that traffic volumes be monitored and installation of a traffic signal be considered in about 20 to 22 years.

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Intersection of Hull Street at Swanson Road/Chesterfield Drive

When considering southbound Swanson Road as the minor street and Hull Street Road as the major street, traffic signal warrants are not met for existing, build out or design year traffic conditions.

When considering the eastbound left turn from Hull Street Road as the minor street and westbound Hull Street Road as the major street, Warrant 3 (Peak Hour Volume) is met for the design year conditions. Since Warrant 3 is applicable in special cases, meeting Warrant 3 alone is typically not considered enough justification for installation of a traffic signal.

A traffic signal is not recommended at this intersection as a part of the Hull Street improvement project. Intersection of Hull Street at Linwood Avenue

When considering northbound Linwood Avenue as the minor street and Hull Street Road as the major street, traffic signal warrants are not met for existing, build out or design year traffic conditions.

When considering the westbound left turn from Hull Street Road as the minor street and eastbound Hull Street Road as the major conflicting street, signal warrants are not met for existing, build out or design year conditions.

A traffic signal is not recommended at this intersection as a part of the Hull Street improvement project. Table 1 presents a summary of the signal warrant evaluation for the existing and future traffic conditions.

Table 1 – Hull Street Road Traffic Signal Warrant Evaluation Summary

Signal Warrants

Intersection of Hull Street Road at

Bryce lane Swanson Road Linwood Avenue

Existing Year

(2015)

Build Out Year

(2020)

Design Year

(2040)

Existing Year

(2015)

Build Out Year

(2020)

Design Year

(2040)

Existing Year

(2015)

Build Out Year

(2020)

Design Year

(2040)

Warrant 1 (8-Hour Vehicular Vol) N N N N N N N N N

Warrant 2 (4-Hour Vehicular Vol) N N Y N N N N N N

Warrant 3 (Peak Hour Vol) N N Y N N Y N N N

Warrant 4 (Pedestrian Vol) N N/A N/A N N/A N/A N N/A N/A

Warrant 7 (Crash Experience) N N/A N/A N N/A N/A N N/A N/A

Installation of Traffic Signal Recommended

- N Y N N N N N N

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The details of traffic signal evaluation methodology and analysis results are presented in the following appendices: List of Appendices: Appendix A – MUTCD (2009) Methodology for Traffic Signal Warrants Evaluation Appendix B - Signal Warrant Evaluation Results – Hull Street at Bryce Lane Intersection Appendix C - Signal Warrant Evaluation Results – Hull Street at Swanson Road/Chesterfield Drive Intersection Appendix D – Signal Warrant Evaluation Results – Hull Street at Linwood Avenue Intersection Appendix E - Turning movement counts and crash reports

A-1

APPENDIX A – MUTCD (2009) TRAFFIC SIGNAL WARRANT EVALUATION

Warrant 1 (Eight-Hour Vehicular Volume):

Warrant 1 has two (2) Conditions. The Conditions are based on the combined volume of both main street approaches and the side street approach with the higher volume. Condition A, Minimum Vehicular Volume, “is intended for application where a large volume of intersecting traffic is the principal reason to consider installing a traffic control signal.” Condition B, Interruption of Continuous Traffic, “is intended for application where the traffic volume on a major street is so heavy that traffic on a minor intersecting street suffers excessive delay or conflict in entering or crossing the major street.” At least one of the conditions must be met for eight (8) hours to meet the warrant. Table A-1 presents volume thresholds for Conditions A and B for Warrant 1.

Table A-1: Warrant 1 Volume Threshold (MUTCD (2009) Table 4C-1)

Condition A - Minimum Vehicular Volume

Number of Lanes for

Moving Traffic on

Each Approach

Vehicles per Hour on Major Street

(total of both approaches)

Vehicles per Hour on Higher Volume

Minor Street (one direction only)

Major St Minor St 100% a 80% b 70% c 56%d 100% a 80% b 70% c 56%d

1 1 500 400 350 280 150 120 105 84

2 or more 1 600 480 420 336 150 120 105 84

2 or more 2 or more 600 480 420 336 200 160 140 112

1 2 or more 500 400 350 280 200 160 140 112

Condition B - Interruption of Continuous Traffic

Number of Lanes for

Moving Traffic on

Each Approach

Vehicles per Hour on

Major Street (total of both approaches)

Vehicles per Hour on

Higher Volume Minor Street

(one direction only)

Major St Minor St 100% a 80% b 70% c 56%d 100% a 80% b 70% c 56%d

1 1 750 600 525 420 75 60 53 42

2 or more 1 900 720 630 504 75 60 53 42

2 or more 2 or more 900 720 630 504 100 80 70 56

1 2 or more 750 600 525 420 100 80 70 56 a Basic minimum hourly volume b Used for combination of Condition A and B after adequate trial of other remedial measures c May be used when the major street speed exceeds 40 mph

d May be used for combination of A and B when the major street speed exceeds 40 mph

Since the 85th percentile speed on Hull Street Road was not measured and the posted speed limit is 35 mph, the 100 percent volume thresholds were used for the major and minor street traffic. In Table A-1, the cells shaded in orange highlight the volume thresholds for Conditions A and B for the intersections of Hull Street at Bryce Lane and Hull Street at Linwood Avenue (two lanes on major street approaches and one lane on the minor street approach). The orange cells also highlight volume thresholds when considering Hull Street Road left turning lane as the minor approach and the conflicting approach on Hull Street Road as the major street. The green cells highlight volume thresholds for Condition A and B for the intersection of Hull Street at Swanson Road (two lanes on the major and minor streets approaches). A traffic control signal may be considered if traffic volumes on the major street and minor street are equal to or higher than the minimum thresholds for Conditions A and B for any eight hours of a day. The minimum thresholds for the major and minor streets must meet for the same hour.

A-2

Detailed evaluation of Warrant 1 for the study intersections is presented in Appendices B through D.

Warrant 2 (Four-Hour Vehicular Volume):

Warrant 2, Four-Hour Vehicular Volume, is “intended to be applied where the volume of intersecting traffic is the principal reason to consider installing a traffic control signal.” Warrant 2 is based on the combined volume of both main street approaches and the side street approach with the higher volume. The volumes are compared to a curve based on the number of lanes on the major and minor street approaches. Warrant 2 must be met for four (4) hours to meet the warrant. Figure 4C-1 in MUTCD (2009) presents curves for Warrant 2 for the 100 percent volume threshold. A graphical representation of Warrant 2 is shown for each intersection in Appendices B through D.

Warrant 3 (Peak-Hour Volume):

This warrant is intended for use at a location where traffic conditions are such that for a minimum of one hour of an average day, the minor street traffic suffers undue delay when entering or crossing the major street. This warrant will be applied only in unusual cases. Meeting Warrant 3 alone is typically not considered enough justification for installation of a traffic signal Warrant 3 has two criteria. Criteria A is based on the delay experienced by the minor street approach and the traffic volume entering an intersection during the peak hour. For Criteria A, delay is calculated using Synchro 8 software. In Criteria B, the peak hour volume is compared to a curve based on the number of lanes on the major and minor street approaches. A traffic control signal can be considered if the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only) for the peak hour falls above the applicable curve for the existing combination of approach lanes. Figure 4C-3 in MUTCD (2009) illustrates the curve for Warrant 3 for the 100 percent volume threshold. Either Criteria A or B is required to be met to satisfy Warrant 3. Results of Warrant 3 for the study intersection are presented in Appendices B through D.

Warrant 4, Pedestrian Volume

This warrant is intended for application where the traffic volumes on a major street are so heavy that pedestrians experience excessive delay in crossing the major street. This signal warrant is considered if an engineering study finds that one of the following criteria is met:

A. For each of any four hours of an average day, the total traffic volume on the major street (both approaches) and the pedestrian volume on the major street (both approaches) for the same hour falls above the curve in Figure 4C-5 (MUTCD 2009). In Figure 4C-5, the minimum pedestrian volume threshold is 107 pedestrians per hour.

B. For any one hour of an average day, the total traffic volume on the major street (both approaches) and the pedestrian volume on the major street (both approaches) for the same hour falls above the curve in Figure 4C-7 (MUTCD 2009). In Figure 4C-7, the minimum pedestrian volume threshold is 133 pedestrians per hour.

A-3

Detailed evaluation of Warrant 4 for each intersection is included in Appendices B through D.

Warrant 5, School Crossing

This warrant is intended for application where the fact that school children cross the major street is the principal reason to consider installing a traffic control signal. There is no school in the vicinity of this intersection. This warrant is not applicable at any of the study locations.

Warrant 6, Coordinated Signal System

Progressive movement in a coordinated signal system sometimes necessitates installing traffic control signals at intersections where they would not otherwise be needed to maintain proper platooning of vehicles. The three study intersections are located roughly halfway between the adjacent signalized intersections at Warwick Road and Orcutt Lane that are approximately one mile apart. When signals are more than half a mile apart, platoons are too dispersed and vehicles arrive at the second intersection in a more random manner so that coordination is not beneficial. If a signal is warranted at any of the three study intersections, it would need to be coordinated with the Warwick Road and Orcutt Lane intersections. However, signalizing any of the three study intersections would not be expected to improve current operations at either Warwick Road or Orcutt Lane. Since the coordination between the signalized intersections of Warwick Road and Orcutt Lane is not considered beneficial for intersections a mile apart, Warrant 6 was not evaluated for the study intersections.

Warrant 7, Crash Experience

This warrant is intended for application where the severity and frequency of crashes are the principal reason to consider installing a traffic control signal. The three-year crash history (February 1, 2012 to January 31, 2014) was reviewed for the crash type and frequency at each intersection. Detailed evaluation of Warrant 7 for each intersection is included in Appendices B through D.

Warrant 8, Roadway Network

Installing a traffic control signal at some intersections might be considered to encourage concentration and organization of traffic flow on a roadway network. This warrant is considered for the intersection of two or more major routes. Detailed evaluation of Warrant 8 for each intersection is included in Appendices B through D.

Warrant 9, Intersection near At-Grade Railroad Crossing

This warrant applies to intersections located near an at-grade railroad crossing. A traffic control signal may be considered if the queue length of stopped traffic on the minor street approach exceeds the amount of separation between the intersection and railroad tracks. Since there are no at-grade railroad crossings in the study area, Warrant 9 is not applicable.

B-1

APPENDIX B – SIGNAL WARRANT EVALUATION: HULL STREET ROAD AT BRYCE LANE INTERSECTION

Speed Limit on Hull Street Road – 35 mph

Speed Limit on Bryce Lane – 30 mph

Number of Lanes on Major Approaches (Hull Street Road EB/WB) – 2

Number of Lanes on Minor Street Approach (Bryce Lane) – 1

Right Turn Reduction Factor – 40% (for NB right turns from Bryce Lane)

Volume Threshold for Warrants Evaluation – 100%

Option 1 – Hull Street Road (both approaches) is the major street and Bryce Lane is the

minor street

Option 2 - Hull Street Road eastbound approach as the major street and the westbound

left turn from Hull Street Road as the minor street

Re-Routed Traffic volumes – SBL (50%) from Food Lion, WBL to Chesterfield Drive,

NBL/EBL from/to Berrywood Road, NBL/EBL from/to Happy Mart, NBL/EBL from/to

Shamrock Gas Station, EBL to Silverwood Drive

TRAFFIC SIGNAL WARRANT EVALUATION (2015)

2015 Hourly Volumes

Table B-1: Existing Year (2015) 14-Hour Raw Counts

Hull Street Rd Hull Street Rd Bryce Ln Bryce Ln

Time EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ped Crossing

Hull St

6:00-7:00 AM 0 654 14 13 307 0 15 0 26 0 0 0 0

7:00-8:00 AM 6 1138 30 20 418 0 21 0 45 1 0 3 0

8:00-9:00 AM 1 1047 43 36 454 0 39 0 74 1 0 5 0

9:00-10:00 AM 2 599 26 29 411 0 27 0 60 0 0 3 0

10:00-11:00 AM 5 552 17 32 437 0 19 2 37 2 0 8 5

11:00-12:00 PM 4 496 29 37 522 3 12 0 33 3 1 5 1

12:00-1:00 PM 1 561 28 34 547 0 14 3 51 2 4 0 1

1:00-2:00 PM 3 593 24 59 591 0 16 0 63 1 1 4 4

2:00-3:00 PM 1 565 36 63 692 0 19 0 63 0 0 0 0

3:00-4:00 PM 4 673 35 77 907 0 23 0 55 2 0 4 0

4:00-5:00 PM 0 678 45 89 1098 0 34 0 74 0 0 2 0

5:00-6:00 PM 1 676 61 109 1240 0 16 0 90 1 0 3 2

6:00-7:00 PM 0 592 59 95 1014 0 19 0 75 0 0 1 2

7:00-8:00 PM 0 456 42 65 735 0 27 1 67 0 0 0 6

B-2

Table B-2: Existing Year (2015) 14-Hour Volumes with NBR Reduction

Time

EBL EBT EBR WBL WBT WBRTotal of Major

ApproachesNBL NBT NBR SBL SBT SBR

Higher Vol Minor

Approaches (Bryce Ln Vol

With 40% Right Turn

Reduction FactorApplied)

6:00-7:00 AM 0 654 14 13 307 0 988 15 0 26 0 0 0 31

7:00-8:00 AM 6 1138 30 20 418 0 1612 21 0 45 1 0 3 48

8:00-9:00 AM 1 1047 43 36 454 0 1581 39 0 74 1 0 5 83

9:00-10:00 AM 2 599 26 29 411 0 1067 27 0 60 0 0 3 63

10:00-11:00 AM 5 552 17 32 437 0 1043 19 2 37 2 0 8 41

11:00-12:00 PM 4 496 29 37 522 3 1091 12 0 33 3 1 5 32

12:00-1:00 PM 1 561 28 34 547 0 1171 14 3 51 2 4 0 45

1:00-2:00 PM 3 593 24 59 591 0 1270 16 0 63 1 1 4 54

2:00-3:00 PM 1 565 36 63 692 0 1357 19 0 63 0 0 0 57

3:00-4:00 PM 4 673 35 77 907 0 1696 23 0 55 2 0 4 56

4:00-5:00 PM 0 678 45 89 1098 0 1910 34 0 74 0 0 2 78

5:00-6:00 PM 1 676 61 109 1240 0 2087 16 0 90 1 0 3 70

6:00-7:00 PM 0 592 59 95 1014 0 1760 19 0 75 0 0 1 64

7:00-8:00 PM 0 456 42 65 735 0 1298 27 1 67 0 0 0 67

Hull Street Rd. Hourly Volumes (vph) Bryce Ln Hourly Volumes (vph)

B-3

Warrant 1 (8-Hour Vehicular Volume) Results

Table B-3: (2015) Option 1 – Warrant 1 Results

(Considering EB/WB Hull Street Road as the major street and Bryce Lane as the minor street)

Table B-4: (2015) Option 2 – Warrant 1 Results (Considering EB Hull Street Road as the major street and WB left from Hull Street Road as the

minor street)

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS

TRAFFIC ANALYSIS

600 900

150 75

Both Approaches Higher Approach Satisfied at Satisfied at

Hour Major Volume Minor Volume 100% 100%

6:00-7:00AM 988 31 N N

7:00-8:00 AM 1612 48 N N

8:00-9:00 AM 1581 83 N Y

9:00-10:00 AM 1067 63 N N

10:00-11:00 AM 1043 41 N N

11:00-12:00 PM 1091 32 N N

12:00-1:00 PM 1171 45 N N

1:00-2:00 PM 1270 54 N N

2:00-3:00 PM 1357 57 N N

3:00-4:00 PM 1696 56 N N

4:00-5:00 PM 1910 78 N Y

5:00-6:00 PM 2087 70 N N

6:00-7:00 PM 1760 64 N N

7:00-8:00 PM 1298 67 N N

Req'd Major Volumes

Req'd Minor Volumes

Warrant 1 Not Met

CONDITION A:

MINIMUM VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS TRAFFIC

ANALYSIS

600 900

150 75


Major Volume Minor Volume 100% 100%

6:00-7:00AM 668 13 N N

7:00-8:00 AM 1174 20 N N

8:00-9:00 AM 1091 36 N N

9:00-10:00 AM 627 29 N N

10:00-11:00 AM 574 32 N N

11:00-12:00 PM 529 37 N N

12:00-1:00 PM 590 34 N N

1:00-2:00 PM 620 59 N N

2:00-3:00 PM 602 63 N N

3:00-4:00 PM 712 77 N N

4:00-5:00 PM 723 89 N N

5:00-6:00 PM 738 109 N N

6:00-7:00 PM 651 95 N N

7:00-8:00 PM 498 65 N N

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

B-4

Warrant 2 (4-Hour Vehicular Volume)

Figure B-1: (2015) Warrant 2 Curve

Warrant 2 is not met for both Options 1 and 2 for any hour of the day.

Warrant 3 (Peak Hour Volume)

Table B-5: (2015) Option 1 – Warrant 3 “Criteria A” Results

Condition Satisfied

Warrant Satisfied

Cond. A Minor Approach Delay 3.7 < 4 veh-h N

N

Cond. B Peak Hr Vol on Minor Approach (vph) 113 > 100 Y

Cond. C Total Vol Entering Int. during Peak Hour (vph) 1700 > 650 Y

B-5

Figure B-2: (2015) Warrant 3 Curve – Criteria B

Warrant 3 is not met for both Options 1 and 2.


The number of pedestrians crossing Hull Street Road during any four hours of the day is less than the 107 ped/hour needed to meet Criteria 1. Also, the number of pedestrians crossing Hull Street Road during any one hour or peak hour is less than the 133 ped/hour required to meet Criteria 2. Therefore Warrant 4 is not met for the Hull Street Road and Bryce Road intersection.

Warrant 7 (Crash Experience)

The three-year crash history (February 01, 2012 to January 31, 2014) includes a total of six angle crashes, or an average of two angle crashes per year. Since the total number of angle crashes that are susceptible to be corrected by the installation of a traffic signal is less than 5 crashes per year, Warrant 7 is not met for the intersection of Hull Street Road and Bryce Lane.


This warrant is considered for the intersection of two or more major routes. Since Bryce Road is an urban collector and not a major route, Warrant 8 is not met.

B-6

A summary of signal warrant analysis for the existing year conditions is presented in Table B-6.

Table B-6: (2015) Traffic Signal Warrant Summary

2015

Hull Street Rd

Bryce Ln as Minor Approach

WBL Hull Street Rd as Minor Approach

Signal Warrant Applicable Satisfied Satisfied

Y/N Y/N Y/N

1. Eight Hour Vehicular Volume Y N N

2. Four Hour Vehicular Volume Y N N

3.Peak Hour Y N N

4. Pedestrian Volume Y N N

5. School Crossing N - -

6. Coordinated Signal System N - -

7. Crash Experience Y N -

8. Roadway Network N - -

9. Intersection Near a Grade Crossing

N - -

B-7


Table B-7: Re-Routed Volumes from Adjacent Properties

Table B-8: Build Out Year (2020) Total Volumes

Time

WBL to

Chesterfield SBL from Food Lion

NBL from Happy

Mart

NBL from

Berrywood

NBL from Shamrock

Gas Station EBL to Happy Mart EBL to Berrywood

EBL to Shamrock

Gas Station

EBL to Silverwood

Dr

6:00-7:00 AM 1 1 0 7 0 4 0 0 2

7:00-8:00 AM 3 1 1 6 2 14 2 0 12

8:00-9:00 AM 5 3 0 8 3 5 1 0 2

9:00-10:00 AM 4 2 2 8 4 5 1 1 17

10:00-11:00 AM 5 2 2 6 4 12 2 1 18

11:00-12:00 PM 2 2 2 4 3 9 1 1 21

12:00-1:00 PM 0 5 6 5 2 1 2 1 6

1:00-2:00 PM 5 7 8 5 3 3 3 6 11

2:00-3:00 PM 4 8 9 6 3 1 1 1 12

3:00-4:00 PM 11 7 8 5 12 4 1 1 45

4:00-5:00 PM 6 8 15 4 7 11 0 1 18

5:00-6:00 PM 3 12 13 5 5 1 0 2 20

6:00-7:00 PM 2 10 8 4 10 0 2 0 19

7:00-8:00 PM 2 10 11 9 4 0 0 0 12

EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

6:00-7:00 AM 13 687 15 16 323 0 16 0 27 0 0 0

7:00-8:00 AM 43 1196 32 25 439 0 22 0 47 1 0 3

8:00-9:00 AM 21 1100 45 46 477 0 41 0 78 1 0 5

9:00-10:00 AM 39 630 27 37 432 0 28 0 63 0 0 3

10:00-11:00 AM 50 580 18 41 459 0 20 2 39 2 0 8

11:00-12:00 PM 45 521 30 43 549 3 13 0 35 3 1 5

12:00-1:00 PM 24 590 29 41 575 0 15 3 54 2 4 0

1:00-2:00 PM 42 623 25 74 621 0 17 0 66 1 1 4

2:00-3:00 PM 34 594 38 78 727 0 20 0 66 0 0 0

3:00-4:00 PM 80 707 37 98 953 0 24 0 58 2 0 4

4:00-5:00 PM 56 713 47 110 1154 0 36 0 78 0 0 2

5:00-6:00 PM 47 710 64 130 1320 0 17 0 95 1 0 3

6:00-7:00 PM 43 622 62 111 1066 0 20 0 79 0 0 1

7:00-8:00 PM 36 479 44 80 772 0 28 1 70 0 0 0


Time

B-8




Table B-10: (2020) Option 2 – Warrant 1 Results (Considering EB Hull Street Road as the major street and WB left turn from Hull Street Road as

the minor street)

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS

TRAFFIC ANALYSIS

600 900

150 75



6:00-7:00AM 1054 32 N N

7:00-8:00 AM 1735 50 N N

8:00-9:00 AM 1689 88 N Y

9:00-10:00 AM 1165 66 N N

10:00-11:00 AM 1148 43 N N

11:00-12:00 PM 1191 33 N N

12:00-1:00 PM 1259 47 N N

1:00-2:00 PM 1385 57 N N

2:00-3:00 PM 1471 60 N N

3:00-4:00 PM 1876 59 N N

4:00-5:00 PM 2080 82 N Y

5:00-6:00 PM 2272 74 N N

6:00-7:00 PM 1905 67 N N

7:00-8:00 PM 1412 71 N N

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

CONDITION A:

MINIMUM

CONDITION B:

INTURRUPTION ON

600 900

150 75



6:00-7:00AM 716 16 N N

7:00-8:00 AM 1270 25 N N

8:00-9:00 AM 1166 46 N N

9:00-10:00 AM 696 37 N N

10:00-11:00 AM 648 41 N N

11:00-12:00 PM 597 43 N N

12:00-1:00 PM 643 41 N N

1:00-2:00 PM 690 74 N N

2:00-3:00 PM 666 78 N N

3:00-4:00 PM 825 98 N N

4:00-5:00 PM 816 110 N N

5:00-6:00 PM 822 130 N N

6:00-7:00 PM 727 111 N N

7:00-8:00 PM 559 80 N N

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

B-9


In Option 1, traffic volumes for two hours fall above the curve and two hours fall below the curve. In Option 2, all four hours volumes fall below the curve; therefore, Warrant 2 is not met for both Options 1 and 2.



Condition Satisfied

Warrant Satisfied

Cond. A Minor Approach Delay (veh-h) 1.45 < 4 N

N



B-10


Warrant 3 is not met for both Options 1 and 2. A summary of signal warrant analysis for the build year (2020) conditions is presented in Table B-10.


2020 Build Out Year

Hull Street Rd


WBL Hull Street Rd as Minor Approach


Y/N Y/N Y/N



3.Peak Hour Y N N

4. Pedestrian Volume Y - -



7. Crash Experience Y - -



N - -

B-11


Table B-13: Design Year (2040) Traffic Projections

EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

6:00-7:00 AM 16 839 18 19 394 0 19 0 33 0 0 0

7:00-8:00 AM 47 1459 38 30 536 0 27 0 58 1 0 4

8:00-9:00 AM 23 1343 55 56 582 0 50 0 95 1 0 6

9:00-10:00 AM 45 768 33 44 527 0 35 0 77 0 0 4

10:00-11:00 AM 55 708 22 49 560 0 24 3 47 3 0 10

11:00-12:00 PM 51 636 37 52 669 3 15 0 42 4 1 6

12:00-1:00 PM 26 719 36 49 701 0 18 4 65 3 5 0

1:00-2:00 PM 45 760 31 89 758 0 21 0 81 1 1 5

2:00-3:00 PM 38 725 46 94 887 0 24 0 81 0 0 0

3:00-4:00 PM 92 863 45 118 1163 0 29 0 71 3 0 5

4:00-5:00 PM 61 869 58 132 1408 0 44 0 95 0 0 3

5:00-6:00 PM 53 867 78 156 1607 0 21 0 115 1 0 4

6:00-7:00 PM 48 759 76 134 1300 0 24 0 96 0 0 1

7:00-8:00 PM 40 585 54 96 943 0 35 1 86 0 0 0

Time


B-12




Table B-15: (2040) Option 2 – Warrant 1 Results (Considering EB Hull Street Road as the major street and WB left turn from Hull Street Road as

the minor street)

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION

ON CONTINUOUS

TRAFFIC ANALYSIS

600 900

150 75



6:00-7:00AM 1285 39 N N

7:00-8:00 AM 2111 62 N N

8:00-9:00 AM 2058 107 N Y

9:00-10:00 AM 1418 81 N Y

10:00-11:00 AM 1394 53 N N

11:00-12:00 PM 1448 41 N N

12:00-1:00 PM 1532 57 N N

1:00-2:00 PM 1683 69 N N

2:00-3:00 PM 1790 73 N N

3:00-4:00 PM 2281 72 N N

4:00-5:00 PM 2528 101 N Y

5:00-6:00 PM 2761 90 N Y

6:00-7:00 PM 2317 82 N Y

7:00-8:00 PM 1717 86 N Y

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS

TRAFFIC ANALYSIS

600 900

150 75



6:00-7:00AM 872 19 N N

7:00-8:00 AM 1545 30 N N

8:00-9:00 AM 1421 56 N N

9:00-10:00 AM 846 44 N N

10:00-11:00 AM 785 49 N N

11:00-12:00 PM 724 52 N N

12:00-1:00 PM 782 49 N N

1:00-2:00 PM 836 89 N N

2:00-3:00 PM 809 94 N N

3:00-4:00 PM 1000 118 N Y

4:00-5:00 PM 988 132 N Y

5:00-6:00 PM 998 156 Y Y

6:00-7:00 PM 883 134 N N

7:00-8:00 PM 679 96 N N

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

B-13


Traffic volume for four hours of a day fall above the curve, therefore Warrant 2 is met for Option 1. Traffic volume for three hours fall above the curve, therefore Warrant 2 is not met for Option 2.



Condition Satisfied

Warrant Satisfied

Cond. A Minor Approach Delay (veh-h) 7.5 > 4 Y

Y



B-14


Warrant 3 is met for Option 1. Warrant 3 is not met for Option 2.


2040 Design Year

Hull Street Rd


WBL Hull St as Minor Approach


Y/N Y/N Y/N


2. Four Hour Vehicular Volume Y Y N

3.Peak Hour Y Y N

4. Pedestrian Volume N - -



7. Crash Experience N - -



N - -

C-1

APPENDIX C – SIGNAL WARRANT EVALUATION: HULL STREET ROAD AT SWANSON ROAD/CHESTERFIELD DRIVE


Speed Limit on Swanson Road – Not posted


Number of Lanes on Minor Street Approach (Swanson Road) – 2

Right Turn Reduction Factor – 75% (for SB right turns from Swanson Road)


Option 1 – Hull Street Road (both approaches) is the major street and Swanson Road is

the minor street

Option 2 - Hull Street Road westbound approach as the major street and eastbound left

turn from Hull Street Road as the minor street

Re-Routed Traffic volumes – SBL from Food Lion, EBL to Food Lion


2015 Hourly Volumes

Table C-1: Existing Year (2015) 14-Hour Raw Counts

Hull St Hull St Chesterfield Dr.

Swanson Rd (High Volume Minor

Approach)

Time EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Ped Crossing

Hull St

6:00-7:00 AM 10 669 0 1 324 11 0 0 0 5 0 27 3

7:00-8:00 AM 17 1252 4 3 491 18 7 1 3 10 0 26 1

8:00-9:00 AM 25 1123 6 5 476 19 2 0 5 13 0 28 1

9:00-10:00 AM 38 630 7 4 438 29 4 1 6 20 0 22 3

10:00-11:00 AM 27 587 1 5 437 27 1 0 2 20 0 31 1

11:00-12:00 PM 18 513 1 2 553 30 0 0 1 16 0 27 1

12:00-1:00 PM 17 319 0 0 339 11 1 0 3 17 0 22 2

1:00-2:00 PM 23 553 1 5 553 23 1 0 2 22 0 40 3

2:00-3:00 PM 22 553 5 4 649 26 2 0 2 26 0 28 1

3:00-4:00 PM 31 615 6 10 852 48 4 0 10 36 0 56 0

4:00-5:00 PM 46 708 2 6 1097 41 3 0 4 31 0 49 0

5:00-6:00 PM 50 718 3 3 1249 53 3 0 4 38 0 69 1

6:00-7:00 PM 41 607 3 2 951 42 1 0 1 40 0 61 0

7:00-8:00 PM 62 408 2 2 619 47 1 0 0 32 0 42 1

C-2

Table C-2: Existing Year (2015) 14-Hour Volumes with SBR Reduction


Table C-3: (2015) Option 1 – Warrant 1 Results

(Considering EB/WB Hull Street Road as a major street and Swanson Road as a minor street)

Time

EBL EBT EBR WBL WBT WBR

Total of

Major

Approaches

NBL NBT NBR SBL SBT SBR

Higher Vol Minor

Approaches (Bryce Ln

Vol With 40% Right

Turn Reduction

FactorApplied)

6:00-7:00 AM 10 669 1 1 324 11 1016 0 0 0 5 0 27 12

7:00-8:00 AM 17 1252 7 3 491 18 1788 7 1 3 10 0 26 17

8:00-9:00 AM 25 1123 11 5 476 19 1659 2 0 5 13 0 28 20

9:00-10:00 AM 38 630 11 4 438 29 1150 4 1 6 20 0 22 26

10:00-11:00 AM 27 587 6 5 437 27 1089 1 0 2 20 0 31 28

11:00-12:00 PM 18 513 3 2 553 30 1119 0 0 1 16 0 27 23

12:00-1:00 PM 17 319 0 0 339 11 686 1 0 3 17 0 22 23

1:00-2:00 PM 23 553 6 5 553 23 1163 1 0 2 22 0 40 32

2:00-3:00 PM 22 553 9 4 649 26 1263 2 0 2 26 0 28 33

3:00-4:00 PM 31 615 16 10 852 48 1572 4 0 10 36 0 56 50

4:00-5:00 PM 46 708 8 6 1097 41 1906 3 0 4 31 0 49 43

5:00-6:00 PM 50 718 6 3 1249 53 2079 3 0 4 38 0 69 55

6:00-7:00 PM 41 607 5 2 951 42 1648 1 0 1 40 0 61 55

7:00-8:00 PM 62 408 4 2 619 47 1142 1 0 0 32 0 42 43

Hull Street Rd. Hourly Volumes (vph) Bryce Ln Hourly Volumes (vph)

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION

ON CONTINUOUS

TRAFFIC ANALYSIS

600 900

200 100



6:00-7:00AM 1016 12 N N

7:00-8:00 AM 1788 17 N N

8:00-9:00 AM 1659 20 N N

9:00-10:00 AM 1150 26 N N

10:00-11:00 AM 1089 28 N N

11:00-12:00 PM 1119 23 N N

12:00-1:00 PM 686 23 N N

1:00-2:00 PM 1163 32 N N

2:00-3:00 PM 1263 33 N N

3:00-4:00 PM 1572 50 N N

4:00-5:00 PM 1906 43 N N

5:00-6:00 PM 2079 55 N N

6:00-7:00 PM 1648 55 N N

7:00-8:00 PM 1142 43 N N

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

C-3

Table C-4: (2015) Option 2 – Warrant 1 Results (Considering WB Hull Street Road as a major street and EB left turn from Hull Street Road as a

minor street)

Warrant 2 (4-Hour Vehicular volume)

Figure C-1: (2015) Warrant 2 Curve

Traffic volumes for all four hours fall below the curves, therefore Warrant 2 is not met for both Options 1 and 2.

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION

ON CONTINUOUS

TRAFFIC ANALYSIS

600 900

150 75



6:00-7:00AM 336 10 N N

7:00-8:00 AM 512 17 N N

8:00-9:00 AM 500 25 N N

9:00-10:00 AM 471 38 N N

10:00-11:00 AM 469 27 N N

11:00-12:00 PM 585 18 N N

12:00-1:00 PM 350 17 N N

1:00-2:00 PM 581 23 N N

2:00-3:00 PM 679 22 N N

3:00-4:00 PM 910 31 N N

4:00-5:00 PM 1144 46 N N

5:00-6:00 PM 1305 50 N N

6:00-7:00 PM 995 41 N N

7:00-8:00 PM 668 62 N N

Hour

Req'd Major Volumes

Req'd Minor Volumes

Warrant 1 Not Met

C-4


Table C-5: (2015) Option 1 – Warrant 3 “Criteria A” Results

Condition Satisfied

Warrant Satisfied

Cond. A Minor Approach Delay (veh-h) 9 > 4 Y

N

Cond. B Peak Hr Vol on Minor Approach (vph) 107 < 150 N


Figure C-2: (2015) Warrant 3 Curve – Criteria B


C-5


The number of pedestrians crossing Hull Street Road during any four hours of the day are less than the 107 ped/hour required to meet Criteria 1. Also, the number of pedestrians crossing Hull Street Road during any one hour is less than the 133 ped/hour required to meet Criteria 2. Therefore Warrant 4 is not met for the Hull Street Road and Swanson Road intersection.


A review of the crash history from February 1, 2012 to January 31, 2014 indicates that a total of two rear-end crashes occurred at the Hull Street Road and Swanson Road intersection during the three-year period. Rear-end crashes are not susceptible to be corrected by the installation of a traffic signal; therefore, Warrant 7 is not met.


This warrant is considered for the intersection of two or more major routes. Since Swanson Road is a local street and not a major route, Warrant 8 is not met. A summary of signal warrant analysis for the existing year conditions is presented in Table C-5.

Table C-6: (2015) Traffic Signal Warrant Summary

2015

Hull Street Rd

Swanson Rd as Minor Approach

EBL from Hull Street Rd as Minor Approach


Y/N Y/N Y/N



3.Peak Hour Y N N

4. Pedestrian Volume Y N N



7. Crash Experience Y N -



N - -

C-6


Table C-7: Re-Routed Volumes from Adjacent Properties

Table C-8: Build Out Year (2020) Traffic Projections

Time SBL From Food Lion EBL to Food Lions

6:00-7:00 AM 1 4

7:00-8:00 AM 1 18

8:00-9:00 AM 3 21

9:00-10:00 AM 2 15

10:00-11:00 AM 2 21

11:00-12:00 PM 2 19

12:00-1:00 PM 5 20

1:00-2:00 PM 7 37

2:00-3:00 PM 8 26

3:00-4:00 PM 7 42

4:00-5:00 PM 8 56

5:00-6:00 PM 12 64

6:00-7:00 PM 10 58

7:00-8:00 PM 10 39

Time EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

6:00-7:00 AM 15 702 1 1 341 12 0 0 0 6 0 28

7:00-8:00 AM 36 1315 7 3 524 19 7 1 3 12 0 27

8:00-9:00 AM 47 1177 12 5 502 20 2 0 5 17 0 29

9:00-10:00 AM 55 660 12 4 465 30 4 1 6 23 0 23

10:00-11:00 AM 50 615 6 5 460 28 1 0 2 23 0 33

11:00-12:00 PM 38 538 3 2 581 32 0 0 1 18 0 28

12:00-1:00 PM 38 330 0 0 357 12 1 0 3 23 0 23

1:00-2:00 PM 61 575 6 5 582 24 1 0 2 30 0 42

2:00-3:00 PM 49 573 9 4 684 27 2 0 2 35 0 29

3:00-4:00 PM 75 640 17 11 900 50 4 0 11 44 0 59

4:00-5:00 PM 104 736 8 6 1156 43 3 0 4 41 0 51

5:00-6:00 PM 118 856 6 3 1333 56 3 0 4 51 0 73

6:00-7:00 PM 101 628 5 2 1001 44 1 0 1 52 0 64

7:00-8:00 PM 104 419 4 2 652 49 1 0 0 43 0 44

Chesterfield Dr Swanson Rd (High Volume Minor Approach)Hull St Hull St

C-7



(Considering EB/WB Hull Street Road as the major street and Swanson Road as the minor street)

Table C-10: (2020) Option 2 – Warrant 1 Results (Considering WB Hull Street Road as the major street and EB left turn from Hull Street Road as

the minor street)

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS

TRAFFIC ANALYSIS

600 900

200 100



6:00-7:00AM 1071 13 N N

7:00-8:00 AM 1904 18 N N

8:00-9:00 AM 1764 24 N N

9:00-10:00 AM 1226 29 N N

10:00-11:00 AM 1165 31 N N

11:00-12:00 PM 1193 26 N N

12:00-1:00 PM 737 29 N N

1:00-2:00 PM 1254 40 N N

2:00-3:00 PM 1348 43 N N

3:00-4:00 PM 1692 59 N N

4:00-5:00 PM 2055 53 N N

5:00-6:00 PM 2372 70 N N

6:00-7:00 PM 1782 68 N N

7:00-8:00 PM 1231 54 N N

Warrant 1 Not Met

Hour

Req'd Major Volumes

Req'd Minor Volumes

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS

TRAFFIC ANALYSIS

600 900

150 75



6:00-7:00AM 353 15 N N

7:00-8:00 AM 546 36 N N

8:00-9:00 AM 528 47 N N

9:00-10:00 AM 499 55 N N

10:00-11:00 AM 494 50 N N

11:00-12:00 PM 615 38 N N

12:00-1:00 PM 369 38 N N

1:00-2:00 PM 612 61 N N

2:00-3:00 PM 716 49 N N

3:00-4:00 PM 961 75 N N

4:00-5:00 PM 1206 104 N Y

5:00-6:00 PM 1392 118 N Y

6:00-7:00 PM 1047 101 N Y

7:00-8:00 PM 703 104 N N

Warrant 1 Not Met

Hour

Req'd Major Volumes

Req'd Minor Volumes

C-8


For Option 1, traffic volumes for all four hours fall below the curve and for Option 2 traffic volumes for two hours fall above the curve, therefore Warrant 2 is not met for both Options 1 and 2.


Table C-11: (2020) Option 1 – Warrant 3 “Criteria A” Results

Condition Satisfied

Warrant Satisfied

Cond. A Minor Approach Delay (veh-h) 4.2 < 5 Y

N



C-9


Warrant 3 is not met for both Options 1 and 2. A summary of signal warrant analysis for the build year (2020) conditions is presented in Table C-10.


2020 Build Out Year

Hull Street Rd


EBL Hull St as Minor Approach


Y/N Y/N Y/N



3.Peak Hour Y N N

4. Pedestrian Volume Y - -



7. Crash Experience Y - -



N - -

C-10


Table C-13: Design Year (2040) Traffic Projections

Time EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR

6:00-7:00 AM 17 857 1 1 416 14 0 0 0 7 0 35

7:00-8:00 AM 40 1605 9 4 641 23 9 1 4 14 0 33

8:00-9:00 AM 53 1437 14 6 614 24 3 0 6 20 0 36

9:00-10:00 AM 64 806 14 5 568 37 5 1 8 28 0 28

10:00-11:00 AM 56 751 8 6 562 35 1 0 3 28 0 40

11:00-12:00 PM 42 656 4 3 709 38 0 0 1 22 0 35

12:00-1:00 PM 42 404 0 0 436 14 1 0 4 27 0 28

1:00-2:00 PM 67 703 8 6 711 29 1 0 3 35 0 51

2:00-3:00 PM 54 701 12 5 836 33 3 0 3 41 0 36

3:00-4:00 PM 82 782 21 13 1099 62 5 0 13 53 0 72

4:00-5:00 PM 115 900 10 8 1412 53 4 0 5 48 0 63

5:00-6:00 PM 130 921 8 4 1627 68 4 0 5 60 0 88

6:00-7:00 PM 111 769 6 3 1221 54 1 0 1 61 0 78

7:00-8:00 PM 118 514 5 3 795 60 1 0 0 51 0 54

Hull St Hull St Chesterfield Dr

Swanson Rd (High

Volume Minor

Approach)

C-11



(Considering EB/WB Hull Street Road as the major street and Swanson Road as the minor street)

Table C-15: (2040) Option 2 – Warrant 1 Results (Considering WB Hull Street Road as the major street and EB left turn from Hull Street Road as

the minor street)

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS

TRAFFIC ANALYSIS

600 900

200 100



6:00-7:00AM 1306 16 N N

7:00-8:00 AM 2322 22 N N

8:00-9:00 AM 2149 29 N N

9:00-10:00 AM 1495 35 N N

10:00-11:00 AM 1418 38 N N

11:00-12:00 PM 1452 31 N N

12:00-1:00 PM 897 34 N N

1:00-2:00 PM 1524 48 N N

2:00-3:00 PM 1641 50 N N

3:00-4:00 PM 2058 71 N N

4:00-5:00 PM 2497 63 N N

5:00-6:00 PM 2757 82 N N

6:00-7:00 PM 2164 80 N N

7:00-8:00 PM 1495 64 N N

Warrant 1 Not Met

Hour

Req'd Major Volumes

Req'd Minor Volumes

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS

TRAFFIC ANALYSIS

600 900

200 100



6:00-7:00AM 431 17 N N

7:00-8:00 AM 668 40 N N

8:00-9:00 AM 645 53 N N

9:00-10:00 AM 611 64 N N

10:00-11:00 AM 603 56 N N

11:00-12:00 PM 750 42 N N

12:00-1:00 PM 450 42 N N

1:00-2:00 PM 747 67 N N

2:00-3:00 PM 874 54 N N

3:00-4:00 PM 1174 82 N Y

4:00-5:00 PM 1472 115 N Y

5:00-6:00 PM 1699 130 N Y

6:00-7:00 PM 1278 111 N Y

7:00-8:00 PM 858 118 N N

Warrant 1 Not Met

Hour

Req'd Major Volumes

Req'd Minor Volumes

C-12


For Option 1, traffic volumes for two hours fall above the curve and for Option 2, traffic volumes for 3 hours fall above the curve, therefore Warrant 2 is not met for Option 1 and Option 2.


Table C-16: (2040) Option 1 – Warrant 3 Criteria A Results

Condition Satisfied

Warrant Satisfied

Cond. A Minor Approach Delay (veh-h) > 5 Y

N



C-13


Warrant 3 is not met for Option 1. Warrant 3 is met for Option 2. Since Warrant 3 considers traffic volume during one peak hour and it is applicable in special cases, meeting Warrant 3 alone is typically not considered enough to justify installing a traffic signal at the Swanson Road intersection.


2040 Design Year

Hull Street Rd


EBL Hull Street Rd as a Minor Approach


Y/N Y/N Y/N



3.Peak Hour Y N Y

4. Pedestrian Volume N - -



7. Crash Experience N - -



N - -

D-1

APPENDIX D – SIGNAL WARRANT EVALUATION: HULL STREET ROAD AT LINWOOD AVENUE


Speed Limit on Linwood Avenue – 25 mph


Number of Lanes on Minor Street Approach (Linwood Avenue) – 1

Right Turn Reduction Factor – 0%


Re-Routed Traffic volumes – WBL to Paul Way East, SBL to Paul Way West, WBL to

Meadow Creek Apartment driveway, WBL to Hoyts Car Care driveway, SBL from

Meadow Creek Apartment driveway, SBL from Old Warwick Shopping Center driveway,

NBL from Chesterfield Drive


2015 Hourly Volumes

Table D-1: Existing Year (2015) 14-Hour Raw Counts

Time EBL EBT EBR WBL WBT WBR NBL NBR

Peds

Crossing Hull

St

6:00-7:00 AM 0 672 0 4 297 0 7 10 0

7:00-8:00 AM 0 1101 5 7 421 0 8 15 1

8:00-9:00 AM 5 1042 7 3 480 0 9 14 0

9:00-10:00 AM 2 641 1 4 462 1 4 17 1

10:00-11:00 AM 1 564 5 6 411 2 3 12 0

11:00-12:00 PM 4 540 6 7 514 0 3 7 1

12:00-1:00 PM 4 570 5 6 562 3 5 11 0

1:00-2:00 PM 0 573 0 0 577 0 4 17 0

2:00-3:00 PM 0 643 0 0 753 0 9 10 0

3:00-4:00 PM 0 624 1 0 773 0 4 16 0

4:00-5:00 PM 0 703 0 0 1075 0 2 20 0

5:00-6:00 PM 7 703 12 15 1311 0 12 13 0

6:00-7:00 PM 1 620 11 18 942 2 6 22 0

7:00-8:00 PM 2 438 11 8 660 0 12 7 0

Linwood AveHull StHull St

D-2


Table D-2: (2015) – Warrant 1 Results

Warrant 2 (4-Hour Vehicular Volume)

Figure D-1: (2015) Warrant 2 Curve

Traffic volumes for all four hours fall below the curve, therefore Warrant 2 is not met.

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS

TRAFFIC ANALYSIS

600 900

150 75



6:00-7:00AM 973 17 N N

7:00-8:00 AM 1534 23 N N

8:00-9:00 AM 1537 23 N N

9:00-10:00 AM 1111 21 N N

10:00-11:00 AM 989 15 N N

11:00-12:00 PM 1071 10 N N

12:00-1:00 PM 1150 16 N N

1:00-2:00 PM 1150 21 N N

2:00-3:00 PM 1396 19 N N

3:00-4:00 PM 1398 20 N N

4:00-5:00 PM 1778 22 N N

5:00-6:00 PM 2048 25 N N

6:00-7:00 PM 1594 28 N N

7:00-8:00 PM 1119 19 N N

Warrant 1 Not Met

Hour

Req'd Major Volumes

Req'd Minor Volumes

D-3


Table D-3: (2015) Option 1 – Warrant 3 “Criteria A” Results

Condition Satisfied

Warrant Satisfied


N



Figure D-2: (2015) Warrant 3 Curve – Criteria B

Warrant 3 is not met.


The number of pedestrians crossing Hull Street Road during any four hours of the day are less than the 107 ped/hour required to meet Criteria 1. Also, the number of pedestrians crossing Hull Street Road during any one hour is less than the 133 ped/hour required to meet Criteria 2. Therefore Warrant 4 is not met for the Hull Street Road and Linwood Avenue intersection.

D-4


A review of the crash history from February 1, 2012 to January 31, 2014 indicates that a total of four angle crashes occurred at the intersection of Hull Street Road and Linwood Avenue during the three-year study period. Since the number of angle crashes that are susceptible to be corrected by the installation of a traffic signal are less than five per year, Warrant 7 is not met.


This warrant is considered for the intersection of two or more major routes. Since Linwood Avenue is a local street and not a major route, Warrant 8 is not met. A summary of signal warrant analysis for the existing year conditions is presented in Table D-4.

Table D-4: (2015) Traffic Signal Warrant Summary

2015

Hull Street Rd

Linwood Ave as Minor Approach

Signal Warrant Applicable Satisfied

Y/N Y/N

1. Eight Hour Vehicular Volume Y N

2. Four Hour Vehicular Volume Y N

3.Peak Hour Y N

4. Pedestrian Volume Y N

5. School Crossing N -

6. Coordinated Signal System N -

7. Crash Experience Y N

8. Roadway Network N -


N -

D-5


Table D-5: Re-Routed Volumes from Adjacent Properties

Table D-6: Build Out Year (2020) Traffic Projections

Time

WBL to Paul

Way W

WBL to

Meadow Creek

Apt

WBL to Paul

Way E

WBL to

HoytsCar Care

WBL from Old

Warwick

Shopping

Center

SBL from

Cleaners

Shopping Lot

SBL from

Meadow Creek

Apt

SBL from Old

Warwick

Shopping Cent

NBL from

Chesterfield

7:00-8:00 AM 2 0 6 0 0 0 11 0 0

7:00-8:00 AM 1 9 9 0 0 0 14 0 7

8:00-9:00 AM 5 0 4 0 0 0 9 0 2

9:00-10:00 AM 1 2 5 1 7 3 7 4 4

10:00-11:00 AM 4 2 8 1 7 3 5 4 1

11:00-12:00 PM 1 2 9 1 7 3 5 4 0

12:00-1:00 PM 12 2 11 1 7 3 5 7 1

1:00-2:00 PM 12 2 11 1 7 3 4 7 1

2:00-3:00 PM 12 2 11 1 7 3 10 7 2

3:00-4:00 PM 13 2 20 6 16 3 14 7 4

4:00-5:00 PM 26 2 29 1 14 1 11 12 3

5:00-6:00 PM 31 0 27 1 11 7 13 9 3

6:00-7:00 PM 34 0 21 0 10 14 15 9 1

7:00-8:00 PM 16 2 14 1 7 16 13 9 1

EBL EBT EBR WBL WBT WBR NBL NBR

7:00-8:00 AM 0 706 0 23 312 0 7 11

7:00-8:00 AM 7 1157 5 40 442 0 8 16

8:00-9:00 AM 7 1095 7 21 504 0 9 15

9:00-10:00 AM 6 674 1 34 486 1 4 18

10:00-11:00 AM 2 593 5 41 432 2 3 13

11:00-12:00 PM 4 568 6 39 540 0 3 7

12:00-1:00 PM 5 599 5 55 591 3 5 12

1:00-2:00 PM 1 602 0 47 606 0 4 18

2:00-3:00 PM 2 676 0 53 791 0 9 11

3:00-4:00 PM 4 656 1 81 812 0 4 17

4:00-5:00 PM 3 739 0 82 1130 0 2 21

5:00-6:00 PM 10 742 13 115 1395 0 13 14

6:00-7:00 PM 2 652 12 122 990 2 6 23

7:00-8:00 PM 3 460 12 87 694 0 13 7

Linwood Ave Hourly

Volumes (vph)Hull Street Rd Hourly Volumes (vph)

Time

D-6


Table D-7: (2020) Warrant 1 Results

(Considering EB/WB Hull Street Road as the major street and Linwood Avenue as the minor street)

Table D-8: (2020) Warrant 1 Results (Considering EB Hull Street Road as the major street and WBL from Hull Street as the minor

street)

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS TRAFFIC

ANALYSIS

600 900

150 75



6:00-7:00AM 1042 18 N N

7:00-8:00 AM 1653 24 N N

8:00-9:00 AM 1635 24 N N

9:00-10:00 AM 1201 22 N N

10:00-11:00 AM 1075 16 N N

11:00-12:00 PM 1157 11 N N

12:00-1:00 PM 1258 17 N N

1:00-2:00 PM 1257 22 N N

2:00-3:00 PM 1522 20 N N

3:00-4:00 PM 1555 21 N N

4:00-5:00 PM 1954 23 N N

5:00-6:00 PM 2274 26 N N

6:00-7:00 PM 1779 29 N N

7:00-8:00 PM 1255 20 N N

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS TRAFFIC

ANALYSIS

600 900

150 75



6:00-7:00AM 706 23 N N

7:00-8:00 AM 1170 40 N N

8:00-9:00 AM 1110 21 N N

9:00-10:00 AM 681 34 N N

10:00-11:00 AM 600 41 N N

11:00-12:00 PM 578 39 N N

12:00-1:00 PM 609 55 N N

1:00-2:00 PM 603 47 N N

2:00-3:00 PM 678 53 N N

3:00-4:00 PM 661 81 N N

4:00-5:00 PM 742 82 N N

5:00-6:00 PM 765 115 N N

6:00-7:00 PM 665 122 N N

7:00-8:00 PM 475 87 N N

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

D-7


Traffic volumes for all four hours fall below the curve, therefore Warrant 2 is not met for both Option 1 and for Option 2.


Table D-9: (2020) Warrant 3 “Criteria A” Results

Condition Satisfied

Warrant Satisfied


N



D-8


Warrant 3 is not met for both Option 1 and 2. A summary of signal warrant analysis for the build year (2020) conditions is presented in Table D-8.


2020 Build Out Year

Hull Street Rd


WBL from Hull Street as the Minor Approach


Y/N Y/N Y/N



3.Peak Hour Y N N

4. Pedestrian Volume N -



7. Crash Experience Y -



N -

D-9


Table D-11: Build Out Year (2040) Traffic Projections

EBL EBT EBR WBL WBT WBR NBL NBR

7:00-8:00 AM 0 862 0 24 381 0 9 13

7:00-8:00 AM 9 1412 6 42 540 0 10 19

8:00-9:00 AM 8 1336 9 22 616 0 12 18

9:00-10:00 AM 7 822 1 35 592 1 5 22

10:00-11:00 AM 2 723 6 42 527 2 4 15

11:00-12:00 PM 4 693 8 41 659 0 4 9

12:00-1:00 PM 5 731 6 56 721 3 6 14

1:00-2:00 PM 1 735 0 47 740 0 5 22

2:00-3:00 PM 3 825 0 53 966 0 12 13

3:00-4:00 PM 5 800 1 81 991 0 5 21

4:00-5:00 PM 4 902 0 96 1379 0 3 26

5:00-6:00 PM 11 918 15 117 1703 0 15 17

6:00-7:00 PM 2 795 14 126 1208 2 8 28

7:00-8:00 PM 3 562 14 89 846 0 15 9

Linwood Ave Hourly

Volumes (vph)

Time

Hull Street Road Hourly Volumes (vph)

D-10


Table D-12: (2040) Warrant 1 Results

(Considering EB/WB Hull Street Road as the major street and Linwood Avenue as the minor street)

Table D-13: (2040) Warrant 1 Results (Considering EB Hull Street Road as the major street and WBL from Hull Street as the minor

street)

CONDITION A: MINIMUM

VEHICULAR ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS TRAFFIC

ANALYSIS

600 900

150 75



6:00-7:00AM 1267 22 N N

7:00-8:00 AM 2009 29 N N

8:00-9:00 AM 1990 29 N N

9:00-10:00 AM 1459 27 N N

10:00-11:00 AM 1303 19 N N

11:00-12:00 PM 1404 13 N N

12:00-1:00 PM 1522 21 N N

1:00-2:00 PM 1523 27 N N

2:00-3:00 PM 1845 24 N N

3:00-4:00 PM 1879 26 N N

4:00-5:00 PM 2380 28 N N

5:00-6:00 PM 2764 32 N N

6:00-7:00 PM 2148 36 N N

7:00-8:00 PM 1514 24 N N

Hour

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

CONDITION A:

MINIMUM

VEHICULAR

ANALYSIS

CONDITION B:

INTURRUPTION ON

CONTINUOUS TRAFFIC

ANALYSIS

600 900

150 75



6:00-7:00AM 862 24 N N

7:00-8:00 AM 1427 42 N N

8:00-9:00 AM 1353 22 N N

9:00-10:00 AM 830 35 N N

10:00-11:00 AM 732 42 N N

11:00-12:00 PM 704 41 N N

12:00-1:00 PM 743 56 N N

1:00-2:00 PM 736 47 N N

2:00-3:00 PM 827 53 N N

3:00-4:00 PM 807 81 N N

4:00-5:00 PM 905 96 N Y

5:00-6:00 PM 944 117 N Y

6:00-7:00 PM 811 126 N N

7:00-8:00 PM 579 89 N N

Warrant 1 Not Met

Req'd Major Volumes

Req'd Minor Volumes

Hour

D-11


Traffic volumes for all four hours fall below the curve, therefore Warrant 2 is not met.


Table D-14: (2040) Warrant 3 “Criteria A” Results

Condition Satisfied

Warrant Satisfied

Cond. A Minor Approach Delay (veh-h) 1.46 < 4 Y

N



D-12




2040 Design Year

Hull Street Rd


WBL on Hull Street as Minor Approach


Y/N Y/N Y/N



3.Peak Hour Y N N

4. Pedestrian Volume N -



7. Crash Experience N -


9. Intersection Near a Grade Crossing N -

E

Appendix E – Turning Movement Count & Crash Reports

File Name : Hull St at Bryce Ln - 14 Hour CountSite Code : Start Date : 1/20/2015Page No : 1

Groups Printed- Cars - Trucks

SouthboundHull St

WestboundBryce Ln

NorthboundHull St

EastboundStart

TimeRight Thru Left U-Turn Peds

App.

Total

Right Thru Left U-Turn PedsApp.

Total


Total


TotalInt. Total

06:00 AM 0 0 0 0 0 0 0 39 1 0 0 40 2 1 0 0 0 3 2 104 0 0 0 106 14906:15 AM 0 0 0 0 0 0 0 71 2 0 0 73 7 0 4 0 0 11 5 140 0 0 0 145 22906:30 AM 0 0 0 0 0 0 0 102 4 0 0 106 9 0 9 0 0 18 4 176 0 0 0 180 30406:45 AM 0 0 0 0 0 0 0 95 6 0 0 101 8 0 1 0 0 9 3 234 0 0 0 237 347

Total 0 0 0 0 0 0 0 307 13 0 0 320 26 1 14 0 0 41 14 654 0 0 0 668 1029

07:00 AM 0 0 0 0 0 0 0 67 5 0 0 72 9 0 6 0 0 15 1 212 2 0 0 215 30207:15 AM 1 0 1 0 0 2 0 106 3 0 0 109 10 0 5 0 0 15 6 265 1 0 0 272 39807:30 AM 2 0 0 0 0 2 0 116 6 0 0 122 11 0 3 0 0 14 10 308 0 1 0 319 45707:45 AM 0 0 0 0 0 0 0 129 6 0 0 135 14 0 7 0 0 21 13 353 2 0 0 368 524

Total 3 0 1 0 0 4 0 418 20 0 0 438 44 0 21 0 0 65 30 1138 5 1 0 1174 1681

08:00 AM 1 0 0 0 0 1 0 105 9 0 0 114 25 1 17 0 0 43 18 272 0 0 0 290 44808:15 AM 0 0 0 0 0 0 0 126 4 0 0 130 16 1 5 0 0 22 6 308 0 0 0 314 46608:30 AM 3 0 1 0 0 4 0 126 10 0 0 136 9 0 9 0 0 18 13 249 0 0 0 262 42008:45 AM 1 0 0 0 0 1 0 97 13 0 0 110 20 0 6 0 0 26 6 218 1 0 0 225 362

Total 5 0 1 0 0 6 0 454 36 0 0 490 70 2 37 0 0 109 43 1047 1 0 0 1091 1696

09:00 AM 2 0 0 0 0 2 0 109 9 0 0 118 15 0 4 0 0 19 7 146 1 0 0 154 29309:15 AM 0 0 0 0 0 0 0 95 4 1 0 100 13 0 6 0 0 19 6 152 0 0 0 158 27709:30 AM 1 0 0 0 0 1 0 94 4 0 0 98 12 0 10 0 0 22 7 127 1 0 0 135 25609:45 AM 0 0 0 0 0 0 0 113 11 0 0 124 19 1 6 0 0 26 6 174 0 0 0 180 330

Total 3 0 0 0 0 3 0 411 28 1 0 440 59 1 26 0 0 86 26 599 2 0 0 627 1156

10:00 AM 3 0 1 0 0 4 0 109 9 0 1 119 6 0 6 0 1 13 3 144 0 0 1 148 28410:15 AM 0 0 1 0 0 1 0 120 6 0 1 127 6 3 5 0 0 14 5 128 1 0 2 136 27810:30 AM 3 0 0 0 0 3 0 87 6 0 0 93 9 0 1 0 0 10 3 127 3 0 0 133 23910:45 AM 2 0 0 0 0 2 0 121 9 2 0 132 13 2 4 0 0 19 6 153 1 0 0 160 313

Total 8 0 2 0 0 10 0 437 30 2 2 471 34 5 16 0 1 56 17 552 5 0 3 577 1114

11:00 AM 0 0 0 0 0 0 1 130 3 0 0 134 4 1 3 0 1 9 7 135 0 0 0 142 28511:15 AM 1 0 2 0 0 3 1 124 11 0 1 137 5 1 2 0 0 8 5 119 1 0 0 125 27311:30 AM 3 1 1 0 0 5 1 126 10 1 0 138 12 0 3 0 0 15 8 117 2 1 0 128 28611:45 AM 1 0 0 0 0 1 0 142 11 1 0 154 12 0 2 0 0 14 9 125 0 0 0 134 303

Total 5 1 3 0 0 9 3 522 35 2 1 563 33 2 10 0 1 46 29 496 3 1 0 529 1147

12:00 PM 0 3 1 0 0 4 0 140 9 0 0 149 13 2 5 0 0 20 7 134 1 0 0 142 31512:15 PM 0 0 1 0 0 1 0 146 12 0 0 158 12 0 2 0 0 14 5 164 0 0 0 169 34212:30 PM 0 0 0 0 0 0 0 127 6 0 0 133 14 0 2 0 2 18 9 121 0 0 1 131 28212:45 PM 0 1 0 0 0 1 0 134 7 0 0 141 12 3 3 0 0 18 7 142 0 0 0 149 309

Total 0 4 2 0 0 6 0 547 34 0 0 581 51 5 12 0 2 70 28 561 1 0 1 591 1248

01:00 PM 2 0 0 0 0 2 0 127 9 1 0 137 11 0 4 0 0 15 5 150 0 0 0 155 30901:15 PM 1 0 0 0 0 1 0 132 13 0 2 147 21 0 3 0 0 24 7 150 3 0 0 160 33201:30 PM 1 1 0 0 0 2 0 160 14 0 0 174 11 2 5 0 0 18 8 151 0 0 2 161 35501:45 PM 0 0 1 0 0 1 0 172 22 0 0 194 16 0 2 0 0 18 4 142 0 0 0 146 359

Total 4 1 1 0 0 6 0 591 58 1 2 652 59 2 14 0 0 75 24 593 3 0 2 622 1355

02:00 PM 0 0 0 0 0 0 0 145 18 0 0 163 23 0 4 0 0 27 9 137 0 0 0 146 33602:15 PM 0 0 0 0 0 0 0 181 14 0 0 195 10 0 6 0 0 16 9 133 0 0 0 142 35302:30 PM 0 0 0 0 0 0 0 171 21 0 0 192 15 0 7 0 0 22 5 141 0 0 0 146 36002:45 PM 0 0 0 0 0 0 0 195 10 0 0 205 13 0 2 0 0 15 13 154 1 0 0 168 388

Total 0 0 0 0 0 0 0 692 63 0 0 755 61 0 19 0 0 80 36 565 1 0 0 602 1437

T3 Design Corporation10340 Democracy Lane Suite 305

Fairfax, VA 22030(703) 359-5861



SouthboundHull St

WestboundBryce Ln

NorthboundHull St

EastboundStart


App.

Total


Total


Total


TotalInt. Total

03:00 PM 1 0 1 0 0 2 0 195 18 0 0 213 10 0 2 0 0 12 9 183 2 1 0 195 42203:15 PM 2 0 1 0 0 3 0 227 13 0 0 240 18 0 12 0 0 30 10 168 1 0 0 179 45203:30 PM 1 0 0 0 0 1 0 213 25 0 0 238 12 1 4 0 0 17 9 173 0 0 0 182 43803:45 PM 0 0 0 0 0 0 0 272 20 1 0 293 14 0 4 0 0 18 7 149 0 0 0 156 467

Total 4 0 2 0 0 6 0 907 76 1 0 984 54 1 22 0 0 77 35 673 3 1 0 712 1779

04:00 PM 0 0 0 0 0 0 0 241 25 0 0 266 22 0 13 0 0 35 11 176 0 0 0 187 48804:15 PM 0 0 0 0 0 0 0 260 25 0 0 285 16 0 7 0 0 23 10 165 0 0 0 175 48304:30 PM 1 0 0 0 0 1 0 291 20 0 0 311 22 0 6 0 0 28 16 164 0 0 0 180 52004:45 PM 1 0 0 0 0 1 0 306 19 0 0 325 12 0 8 0 0 20 8 173 0 0 0 181 527

Total 2 0 0 0 0 2 0 1098 89 0 0 1187 72 0 34 0 0 106 45 678 0 0 0 723 2018

05:00 PM 1 0 1 0 0 2 0 312 27 0 0 339 16 0 5 0 0 21 18 183 0 0 2 203 56505:15 PM 0 0 0 0 0 0 0 315 21 2 0 338 21 0 7 0 0 28 14 174 0 0 0 188 55405:30 PM 2 0 0 0 0 2 0 320 28 1 0 349 25 0 1 0 0 26 15 157 1 0 0 173 55005:45 PM 0 0 0 0 0 0 0 325 29 1 0 355 28 1 2 0 0 31 14 162 0 0 0 176 562

Total 3 0 1 0 0 4 0 1272 105 4 0 1381 90 1 15 0 0 106 61 676 1 0 2 740 2231

06:00 PM 0 0 0 0 0 0 0 274 37 0 0 311 15 0 6 0 0 21 12 159 0 0 0 171 50306:15 PM 0 0 0 0 0 0 0 267 19 1 1 288 20 0 5 0 0 25 18 154 0 0 0 172 48506:30 PM 1 0 0 0 0 1 0 262 23 0 0 285 19 0 3 0 0 22 19 131 0 0 0 150 45806:45 PM 0 0 0 0 0 0 0 211 15 0 1 227 19 0 5 0 0 24 10 148 0 0 0 158 409

Total 1 0 0 0 0 1 0 1014 94 1 2 1111 73 0 19 0 0 92 59 592 0 0 0 651 1855

07:00 PM 0 0 0 0 0 0 0 196 18 0 3 217 18 1 7 0 0 26 12 124 0 0 2 138 38107:15 PM 0 0 0 0 0 0 0 232 16 0 1 249 15 0 6 0 0 21 9 122 0 0 0 131 40107:30 PM 0 0 0 0 0 0 0 152 21 0 0 173 15 0 5 0 0 20 15 111 0 0 0 126 31907:45 PM 0 0 0 0 0 0 0 155 10 0 0 165 19 1 8 0 0 28 6 99 0 0 0 105 298

Total 0 0 0 0 0 0 0 735 65 0 4 804 67 2 26 0 0 95 42 456 0 0 2 500 1399

Grand Total 38 6 13 0 0 57 3 9405 746 12 11 10177 793 22 285 0 4 1104 489 9280 25 3 10 9807 21145

Apprch % 66.7 10.5 22.8 0 0 0 92.4 7.3 0.1 0.1 71.8 2 25.8 0 0.4 5 94.6 0.3 0 0.1 Total % 0.2 0 0.1 0 0 0.3 0 44.5 3.5 0.1 0.1 48.1 3.8 0.1 1.3 0 0 5.2 2.3 43.9 0.1 0 0 46.4

Cars 38 6 13 0 0 57 3 9241 735 12 11 10002 793 6 285 0 4 1088 475 9076 20 3 10 9584 20731

% Cars 100 100 100 0 0 100 100 98.3 98.5 100 100 98.3 100 27.3 100 0 100 98.6 97.1 97.8 80 100 100 97.7 98Trucks 0 0 0 0 0 0 0 164 11 0 0 175 0 16 0 0 0 16 14 204 5 0 0 223 414

% Trucks 0 0 0 0 0 0 0 1.7 1.5 0 0 1.7 0 72.7 0 0 0 1.4 2.9 2.2 20 0 0 2.3 2


Fairfax, VA 22030(703) 359-5861


Hu

ll S

t H

ull S

t

Bryce Ln

Right

38 0

38 Thru

6 0 6

Left

13 0

13 Peds

0 0 0

InOut Total29 57 86 21 0 21 50 107 57

Rig

ht 3

0

3

Th

ru

92

41

1

64

9

40

5

Le

ft

73

5

11

7

46

P

ed

s 23

0

2

3

Ou

tT

ota

lIn

98

82

1

00

02

1

98

84

2

04

1

75

3

79

1

00

86

2

02

63

1

01

77

Left285

0 285

Thru6

16 22

Right793

0 793

Peds4 0 4

Out TotalIn

1216 1088 2304 25 16 41

1241 2345 1104

Le

ft20

5

2

5

Th

ru

90

76

2

04

9

28

0

Rig

ht

47

5

14

4

89

P

ed

s13

0

1

3

To

tal

Ou

tIn

95

64

9

58

4

19

14

8

16

4

22

3

38

7

97

28

1

95

35

9

80

7

1/20/2015 06:00 AM1/20/2015 07:45 PM CarsTrucks

North


Fairfax, VA 22030(703) 359-5861


SouthboundHull St

WestboundBryce Ln

NorthboundHull St

Eastbound

Start Time

Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total

Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 07:30 AM

07:30 AM 2 0 0 2 0 116 6 122 11 0 3 14 10 308 0 318 45607:45 AM 0 0 0 0 0 129 6 135 14 0 7 21 13 353 2 368 52408:00 AM 1 0 0 1 0 105 9 114 25 1 17 43 18 272 0 290 44808:15 AM 0 0 0 0 0 126 4 130 16 1 5 22 6 308 0 314 466

Total Volume 3 0 0 3 0 476 25 501 66 2 32 100 47 1241 2 1290 1894% App. Total 100 0 0 0 95 5 66 2 32 3.6 96.2 0.2

PHF .375 .000 .000 .375 .000 .922 .694 .928 .660 .500 .471 .581 .653 .879 .250 .876 .904Cars 3 0 0 3 0 460 23 483 66 0 32 98 46 1227 2 1275 1859

% Cars 100 0 0 100 0 96.6 92.0 96.4 100 0 100 98.0 97.9 98.9 100 98.8 98.2Trucks 0 0 0 0 0 16 2 18 0 2 0 2 1 14 0 15 35

% Trucks 0 0 0 0 0 3.4 8.0 3.6 0 100 0 2.0 2.1 1.1 0 1.2 1.8

Hu

ll S

t H

ull S

t

Bryce Ln

Right

3 0 3

Thru

0 0 0

Left

0 0 0

InOut Total2 3 5 2 0 2 4 7 3

Rig

ht 0

0

0

Th

ru

46

0

16

4

76

L

eft 2

3

2

25

Ou

tT

ota

lIn

12

93

4

83

1

77

6

14

1

8

32

1

30

7

18

08

5

01

Left32 0

32

Thru0 2 2

Right66 0

66

Out TotalIn

69 98 167 3 2 5

72 172 100

Le

ft

2

0

2

Th

ru

12

27

1

4

12

41

R

igh

t

46

1

4

7

To

tal

Ou

tIn

49

5

12

75

1

77

0

16

1

5

31

5

11

1

80

1

12

90

Peak Hour Begins at 07:30 AM CarsTrucks

Peak Hour Data

North


Fairfax, VA 22030(703) 359-5861


SouthboundHull St

WestboundBryce Ln

NorthboundHull St

EastboundStart Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total

Peak Hour Analysis From 12:00 PM to 07:45 PM - Peak 1 of 1Peak Hour for Entire Intersection Begins at 05:00 PM

05:00 PM 1 0 1 2 0 312 27 339 16 0 5 21 18 183 0 201 56305:15 PM 0 0 0 0 0 315 21 336 21 0 7 28 14 174 0 188 55205:30 PM 2 0 0 2 0 320 28 348 25 0 1 26 15 157 1 173 54905:45 PM 0 0 0 0 0 325 29 354 28 1 2 31 14 162 0 176 561

Total Volume 3 0 1 4 0 1272 105 1377 90 1 15 106 61 676 1 738 2225% App. Total 75 0 25 0 92.4 7.6 84.9 0.9 14.2 8.3 91.6 0.1

PHF .375 .000 .250 .500 .000 .978 .905 .972 .804 .250 .536 .855 .847 .923 .250 .918 .988Cars 3 0 1 4 0 1265 104 1369 90 0 15 105 59 664 0 723 2201

% Cars 100 0 100 100 0 99.4 99.0 99.4 100 0 100 99.1 96.7 98.2 0 98.0 98.9Trucks 0 0 0 0 0 7 1 8 0 1 0 1 2 12 1 15 24

% Trucks 0 0 0 0 0 0.6 1.0 0.6 0 100 0 0.9 3.3 1.8 100 2.0 1.1

Hu

ll S

t H

ull S

t

Bryce Ln

Right

3 0 3

Thru

0 0 0

Left

1 0 1

InOut Total0 4 4 2 0 2 2 6 4

Rig

ht 0

0

0

Th

ru

12

65

7

1

27

2

Le

ft

10

4

1

10

5

Ou

tT

ota

lIn

75

5

13

69

2

12

4

12

8

2

0

76

7

21

44

1

37

7

Left15 0

15

Thru0 1 1

Right90 0

90

Out TotalIn

163 105 268 3 1 4

166 272 106

Le

ft

0

1

1

Th

ru66

4

12

6

76

R

igh

t

59

2

6

1

To

tal

Ou

tIn

12

83

7

23

2

00

6

7

15

2

2

12

90

2

02

8

73

8

Peak Hour Begins at 05:00 PM CarsTrucks

Peak Hour Data

North


Fairfax, VA 22030(703) 359-5861

File Name : Hull St at Chesterfield Dr - 14 Hour CountSite Code : Start Date : 1/29/2015Page No : 1

Groups Printed- Cars - TrucksSwanson RdSouthbound

Hull StWestbound

Chesterfield DrNorthbound

Hull StEastbound

Start Time Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Right Thru Left U-Turn Peds App. Total Int. Total

06:00 AM 5 0 0 0 0 5 2 55 0 0 0 57 0 0 0 0 0 0 0 99 0 0 1 100 16206:15 AM 5 0 2 0 0 7 1 67 0 0 0 68 0 0 0 0 0 0 0 140 0 0 0 140 21506:30 AM 4 0 0 0 0 4 3 107 0 0 0 110 0 0 0 0 1 1 0 185 5 0 0 190 30506:45 AM 13 0 3 0 0 16 5 95 1 0 2 103 0 0 0 0 0 0 0 245 5 0 0 250 369

Total 27 0 5 0 0 32 11 324 1 0 2 338 0 0 0 0 1 1 0 669 10 0 1 680 1051

07:00 AM 5 0 2 0 1 8 2 84 1 0 0 87 0 0 2 0 0 2 0 227 2 0 0 229 32607:15 AM 9 0 3 0 0 12 5 137 0 0 0 142 0 1 3 0 0 4 2 346 5 0 1 354 51207:30 AM 9 0 2 0 0 11 3 118 1 0 0 122 3 0 1 0 0 4 2 310 6 1 0 319 45607:45 AM 3 0 3 0 2 8 8 152 1 0 0 161 0 0 1 0 0 1 0 369 3 0 0 372 542

Total 26 0 10 0 3 39 18 491 3 0 0 512 3 1 7 0 0 11 4 1252 16 1 1 1274 1836

08:00 AM 11 0 1 0 0 12 5 141 3 0 1 150 2 0 1 0 0 3 2 314 6 0 0 322 48708:15 AM 3 0 2 0 0 5 6 106 1 0 0 113 1 0 0 0 0 1 2 323 6 0 0 331 45008:30 AM 6 0 4 0 0 10 5 103 0 0 0 108 1 0 1 0 0 2 0 246 5 0 1 252 37208:45 AM 8 0 6 0 0 14 3 126 1 0 0 130 1 0 0 0 0 1 2 240 8 0 0 250 395

Total 28 0 13 0 0 41 19 476 5 0 1 501 5 0 2 0 0 7 6 1123 25 0 1 1155 1704

09:00 AM 4 0 9 0 0 13 9 121 1 0 0 131 3 0 1 0 0 4 3 171 9 0 0 183 33109:15 AM 4 0 2 0 0 6 10 103 0 0 0 113 1 0 0 0 0 1 2 153 9 0 1 165 28509:30 AM 10 0 2 0 0 12 7 109 2 0 0 118 2 1 1 0 0 4 2 169 12 0 0 183 31709:45 AM 4 0 7 0 0 11 3 105 1 0 2 111 0 0 2 0 1 3 0 137 8 0 0 145 270

Total 22 0 20 0 0 42 29 438 4 0 2 473 6 1 4 0 1 12 7 630 38 0 1 676 1203

10:00 AM 6 0 8 0 0 14 6 124 0 0 0 130 0 0 0 0 0 0 1 144 6 0 0 151 29510:15 AM 12 0 1 0 0 13 13 103 2 1 1 120 0 0 1 0 0 1 0 135 7 1 1 144 27810:30 AM 8 0 7 0 0 15 4 108 1 0 0 113 2 0 0 0 1 3 0 156 7 0 0 163 29410:45 AM 5 0 4 0 1 10 4 102 1 0 0 107 0 0 0 0 0 0 0 152 6 0 0 158 275

Total 31 0 20 0 1 52 27 437 4 1 1 470 2 0 1 0 1 4 1 587 26 1 1 616 1142

11:00 AM 8 0 0 0 0 8 5 131 0 0 0 136 0 0 0 0 0 0 0 108 3 0 0 111 25511:15 AM 5 0 6 0 0 11 9 143 0 0 1 153 0 0 0 0 1 1 0 138 6 0 0 144 30911:30 AM 9 0 5 0 0 14 6 129 0 1 0 136 0 0 0 0 0 0 1 134 3 0 1 139 28911:45 AM 5 0 5 0 1 11 10 150 0 1 0 161 1 0 0 0 0 1 0 133 6 0 1 140 313

Total 27 0 16 0 1 44 30 553 0 2 1 586 1 0 0 0 1 2 1 513 18 0 2 534 1166

12:00 PM 12 0 10 0 0 22 2 129 0 0 0 131 0 0 0 0 0 0 0 123 8 1 0 132 28512:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 012:30 PM 4 0 1 0 0 5 2 55 0 0 0 57 1 0 0 0 0 1 0 53 1 0 0 54 11712:45 PM 6 0 6 0 0 12 7 155 0 0 2 164 2 0 1 0 0 3 0 143 7 0 0 150 329

Total 22 0 17 0 0 39 11 339 0 0 2 352 3 0 1 0 0 4 0 319 16 1 0 336 731

01:00 PM 7 0 5 0 0 12 6 119 0 1 0 126 0 0 0 0 1 1 0 144 5 0 0 149 28801:15 PM 4 0 9 0 0 13 5 138 0 0 2 145 1 0 1 0 2 4 1 138 3 0 0 142 30401:30 PM 18 0 5 0 0 23 7 144 1 1 0 153 0 0 0 0 1 1 0 126 6 0 0 132 309

01:45 PM 11 0 3 0 0 14 5 152 2 0 0 159 1 0 0 0 0 1 0 145 9 0 1 155 329Total 40 0 22 0 0 62 23 553 3 2 2 583 2 0 1 0 4 7 1 553 23 0 1 578 1230

02:00 PM 5 0 13 0 0 18 10 139 0 0 1 150 0 0 0 0 0 0 1 124 5 0 0 130 29802:15 PM 7 0 3 0 0 10 3 177 1 1 0 182 0 0 0 0 0 0 1 126 6 0 0 133 32502:30 PM 11 0 4 0 0 15 7 163 1 1 0 172 1 0 2 0 0 3 1 156 3 0 0 160 35002:45 PM 5 0 6 0 0 11 6 170 0 0 0 176 1 0 0 0 1 2 2 147 8 0 0 157 346

Total 28 0 26 0 0 54 26 649 2 2 1 680 2 0 2 0 1 5 5 553 22 0 0 580 1319

03:00 PM 15 0 8 0 0 23 11 172 2 1 0 186 3 0 1 0 0 4 2 131 14 0 0 147 36003:15 PM 14 0 15 0 3 32 12 211 2 1 0 226 2 0 2 0 0 4 0 166 3 0 0 169 43103:30 PM 17 0 7 0 0 24 12 197 1 0 0 210 3 0 1 0 1 5 4 146 3 0 0 153 39203:45 PM 10 0 6 0 0 16 13 272 2 1 0 288 2 0 0 0 0 2 0 172 11 0 0 183 489

Total 56 0 36 0 3 95 48 852 7 3 0 910 10 0 4 0 1 15 6 615 31 0 0 652 1672

04:00 PM 14 0 8 0 0 22 12 227 0 1 0 240 1 0 1 0 0 2 0 165 16 0 0 181 44504:15 PM 17 0 13 0 0 30 9 282 0 0 0 291 2 0 1 0 4 7 1 190 11 0 0 202 53004:30 PM 4 0 7 0 2 13 15 270 1 3 0 289 1 0 0 0 0 1 0 163 7 0 0 170 47304:45 PM 14 0 3 0 0 17 5 318 0 1 0 324 0 0 1 0 0 1 1 190 12 0 0 203 545

Total 49 0 31 0 2 82 41 1097 1 5 0 1144 4 0 3 0 4 11 2 708 46 0 0 756 1993

05:00 PM 15 0 9 0 1 25 13 299 0 0 0 312 1 0 1 0 0 2 0 171 11 0 0 182 52105:15 PM 14 0 8 0 1 23 18 315 1 0 1 335 0 0 0 0 0 0 0 178 10 0 0 188 54605:30 PM 21 0 11 0 0 32 11 342 2 0 0 355 2 0 1 0 2 5 2 148 9 0 0 159 55105:45 PM 19 0 10 0 2 31 11 293 0 0 0 304 1 0 1 0 0 2 1 221 20 0 0 242 579

Total 69 0 38 0 4 111 53 1249 3 0 1 1306 4 0 3 0 2 9 3 718 50 0 0 771 2197

06:00 PM 17 0 9 0 0 26 11 292 1 1 0 305 1 0 0 0 1 2 1 146 10 0 0 157 49006:15 PM 14 0 8 0 0 22 7 249 0 0 0 256 0 0 0 0 0 0 1 158 12 0 0 171 44906:30 PM 16 0 11 0 3 30 11 212 0 0 0 223 0 0 0 0 0 0 0 161 13 0 0 174 42706:45 PM 14 0 12 0 1 27 13 198 0 0 0 211 0 0 1 0 0 1 1 142 6 0 0 149 388

Total 61 0 40 0 4 105 42 951 1 1 0 995 1 0 1 0 1 3 3 607 41 0 0 651 1754

07:00 PM 13 0 13 0 2 28 16 169 0 0 0 185 0 0 1 0 0 1 2 119 23 0 0 144 35807:15 PM 11 0 5 0 1 17 13 168 0 0 0 181 0 0 0 0 1 1 0 100 23 0 0 123 32207:30 PM 8 0 5 0 0 13 10 146 0 2 0 158 0 0 0 0 0 0 0 97 9 0 0 106 27707:45 PM 10 0 9 0 0 19 8 136 0 0 0 144 0 0 0 0 0 0 0 92 7 0 3 102 265

Total 42 0 32 0 3 77 47 619 0 2 0 668 0 0 1 0 1 2 2 408 62 0 3 475 1222

Grand Total 528 0 326 0 21 875 425 9028 34 18 13 9518 43 2 30 0 18 93 41 9255 424 3 11 9734 20220Apprch % 60.3 0 37.3 0 2.4 4.5 94.9 0.4 0.2 0.1 46.2 2.2 32.3 0 19.4 0.4 95.1 4.4 0 0.1

Total % 2.6 0 1.6 0 0.1 4.3 2.1 44.6 0.2 0.1 0.1 47.1 0.2 0 0.1 0 0.1 0.5 0.2 45.8 2.1 0 0.1 48.1Cars 512 0 320 0 20 852 417 8812 33 18 10 9290 42 1 29 0 16 88 39 9034 409 3 8 9493 19723

% Cars 97 0 98.2 0 95.2 97.4 98.1 97.6 97.1 100 76.9 97.6 97.7 50 96.7 0 88.9 94.6 95.1 97.6 96.5 100 72.7 97.5 97.5Trucks 16 0 6 0 1 23 8 216 1 0 3 228 1 1 1 0 2 5 2 221 15 0 3 241 497

% Trucks 3 0 1.8 0 4.8 2.6 1.9 2.4 2.9 0 23.1 2.4 2.3 50 3.3 0 11.1 5.4 4.9 2.4 3.5 0 27.3 2.5 2.5


Fairfax, VA 22030(703) 359-5861


Swanson Rd

Hu

ll S

t H

ull S

t

Chesterfield Dr

Right

512 16

528 Thru

0 0 0

Left

320 6

326 Peds

20 1

21

InOut Total827 852 1679 24 23 47

851 1726 875

Rig

ht

41

7

8

42

5

Th

ru

88

12

2

16

9

02

8

Le

ft 33

1

3

4

Pe

ds 28

3

3

1

Ou

tT

ota

lIn

93

96

9

29

0

18

68

6

22

8

22

8

45

6

96

24

1

91

42

9

51

8

Left29 1

30

Thru1 1 2

Right42 1

43

Peds16 2

18

Out TotalIn

72 88 160 3 5 8

75 168 93

Le

ft

40

9

15

4

24

T

hru

90

34

2

21

9

25

5

Rig

ht

39

2

4

1

Pe

ds11

3

1

4

To

tal

Ou

tIn

93

53

9

49

3

18

84

6

23

3

24

1

47

4

95

86

1

93

20

9

73

4

1/29/2015 06:00 AM1/29/2015 07:45 PM CarsTrucks

North


Fairfax, VA 22030(703) 359-5861


Swanson RdSouthbound

Hull StWestbound


Hull StEastbound

Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total


07:30 AM 9 0 2 11 3 118 1 122 3 0 1 4 2 310 6 318 45507:45 AM 3 0 3 6 8 152 1 161 0 0 1 1 0 369 3 372 54008:00 AM 11 0 1 12 5 141 3 149 2 0 1 3 2 314 6 322 48608:15 AM 3 0 2 5 6 106 1 113 1 0 0 1 2 323 6 331 450

Total Volume 26 0 8 34 22 517 6 545 6 0 3 9 6 1316 21 1343 1931% App. Total 76.5 0 23.5 4 94.9 1.1 66.7 0 33.3 0.4 98 1.6

PHF .591 .000 .667 .708 .688 .850 .500 .846 .500 .000 .750 .563 .750 .892 .875 .903 .894Cars 26 0 8 34 21 491 6 518 6 0 3 9 6 1287 19 1312 1873

% Cars 100 0 100 100 95.5 95.0 100 95.0 100 0 100 100 100 97.8 90.5 97.7 97.0Trucks 0 0 0 0 1 26 0 27 0 0 0 0 0 29 2 31 58

% Trucks 0 0 0 0 4.5 5.0 0 5.0 0 0 0 0 0 2.2 9.5 2.3 3.0

Swanson Rd

Hu

ll S

t H

ull S

t

Chesterfield Dr

Right

26 0

26 Thru

0 0 0

Left

8 0 8

InOut Total40 34 74 3 0 3

43 77 34

Rig

ht

21

1

2

2

Th

ru

49

1

26

5

17

L

eft 6

0

6

Ou

tT

ota

lIn

13

01

5

18

1

81

9

29

2

7

56

1

33

0

18

75

5

45

Left3 0 3

Thru0 0 0

Right6 0 6

Out TotalIn

12 9 21 0 0 0

12 21 9

Le

ft19

2

2

1

Th

ru

12

87

2

9

13

16

R

igh

t6

0

6

To

tal

Ou

tIn

52

0

13

12

1

83

2

26

3

1

57

5

46

1

88

9

13

43


Peak Hour Data

North


Fairfax, VA 22030(703) 359-5861


Swanson RdSouthbound

Hull StWestbound


Hull StEastbound



05:00 PM 15 0 9 24 13 299 0 312 1 0 1 2 0 171 11 182 52005:15 PM 14 0 8 22 18 315 1 334 0 0 0 0 0 178 10 188 54405:30 PM 21 0 11 32 11 342 2 355 2 0 1 3 2 148 9 159 54905:45 PM 19 0 10 29 11 293 0 304 1 0 1 2 1 221 20 242 577

Total Volume 69 0 38 107 53 1249 3 1305 4 0 3 7 3 718 50 771 2190% App. Total 64.5 0 35.5 4.1 95.7 0.2 57.1 0 42.9 0.4 93.1 6.5

PHF .821 .000 .864 .836 .736 .913 .375 .919 .500 .000 .750 .583 .375 .812 .625 .796 .949Cars 67 0 37 104 52 1243 3 1298 4 0 3 7 3 703 49 755 2164

% Cars 97.1 0 97.4 97.2 98.1 99.5 100 99.5 100 0 100 100 100 97.9 98.0 97.9 98.8Trucks 2 0 1 3 1 6 0 7 0 0 0 0 0 15 1 16 26

% Trucks 2.9 0 2.6 2.8 1.9 0.5 0 0.5 0 0 0 0 0 2.1 2.0 2.1 1.2

Swanson Rd

Hu

ll S

t H

ull S

t

Chesterfield Dr

Right

67 2

69 Thru

0 0 0

Left

37 1

38

InOut Total101 104 205

2 3 5 103 210 107

Rig

ht

52

1

5

3

Th

ru

12

43

6

1

24

9

Le

ft 3

0

3

Ou

tT

ota

lIn

74

4

12

98

2

04

2

16

7

2

3

76

0

20

65

1

30

5

Left3 0 3

Thru0 0 0

Right4 0 4

Out TotalIn

6 7 13 0 0 0 6 13 7

Le

ft49

1

5

0

Th

ru70

3

15

7

18

R

igh

t3

0

3

To

tal

Ou

tIn

13

13

7

55

2

06

8

8

16

2

4

13

21

2

09

2

77

1


Peak Hour Data

North


Fairfax, VA 22030(703) 359-5861

File Name : Hull St at Linwood Ave - 14 Hour CountSite Code : Start Date : 1/28/2015Page No : 1


SouthboundHull St

WestboundLinwood AveNorthbound

Hull StEastbound

Start


App.

Total


Total


Total


TotalInt. Total

06:00 AM 0 0 0 0 0 0 0 45 1 0 0 46 2 0 0 0 0 2 0 106 0 0 0 106 15406:15 AM 0 0 0 0 0 0 0 63 0 0 0 63 2 0 2 0 0 4 0 142 0 0 0 142 20906:30 AM 0 0 0 0 0 0 0 86 0 0 0 86 1 0 3 0 0 4 0 187 0 0 0 187 27706:45 AM 0 0 0 0 0 0 0 103 3 0 0 106 5 0 2 0 0 7 0 237 0 0 0 237 350

Total 0 0 0 0 0 0 0 297 4 0 0 301 10 0 7 0 0 17 0 672 0 0 0 672 990

07:00 AM 0 0 0 0 0 0 0 75 1 0 0 76 5 0 2 0 0 7 0 209 0 0 0 209 29207:15 AM 0 0 0 0 0 0 0 103 0 0 0 103 4 0 1 0 0 5 1 276 0 0 1 278 38607:30 AM 0 0 0 0 0 0 0 118 4 0 0 122 2 0 1 0 1 4 1 283 0 0 0 284 41007:45 AM 0 0 0 0 0 0 0 125 2 0 0 127 4 0 4 0 1 9 3 333 0 0 0 336 472

Total 0 0 0 0 0 0 0 421 7 0 0 428 15 0 8 0 2 25 5 1101 0 0 1 1107 1560

08:00 AM 0 0 0 0 0 0 0 128 1 0 0 129 7 0 3 0 0 10 4 312 0 1 0 317 45608:15 AM 0 0 0 0 0 0 0 126 1 0 0 127 2 0 3 0 1 6 1 252 0 0 0 253 38608:30 AM 0 0 0 0 0 0 0 121 1 0 0 122 4 0 2 0 0 6 1 246 0 4 0 251 37908:45 AM 0 0 0 0 0 0 0 105 0 0 0 105 1 0 1 0 1 3 1 232 0 0 0 233 341

Total 0 0 0 0 0 0 0 480 3 0 0 483 14 0 9 0 2 25 7 1042 0 5 0 1054 1562

09:00 AM 0 0 0 0 0 0 0 136 0 0 0 136 2 0 2 0 1 5 0 193 0 0 0 193 33409:15 AM 0 0 0 0 0 0 0 110 2 0 0 112 4 0 0 0 0 4 1 145 1 0 0 147 26309:30 AM 0 0 0 0 0 0 0 101 1 0 0 102 8 0 0 0 2 10 0 165 0 0 0 165 27709:45 AM 0 0 0 0 0 0 1 115 1 0 1 118 3 0 2 0 0 5 0 138 1 0 0 139 262

Total 0 0 0 0 0 0 1 462 4 0 1 468 17 0 4 0 3 24 1 641 2 0 0 644 1136

10:00 AM 0 0 0 0 0 0 0 85 2 0 0 87 3 0 1 0 4 8 1 155 0 0 0 156 25110:15 AM 0 0 0 0 0 0 0 105 3 0 0 108 2 0 0 0 4 6 0 126 1 0 0 127 24110:30 AM 0 0 0 0 0 0 2 116 1 0 0 119 1 0 1 0 0 2 2 150 0 0 0 152 27310:45 AM 0 0 0 0 0 0 0 105 0 0 0 105 6 0 1 0 2 9 2 133 0 0 0 135 249

Total 0 0 0 0 0 0 2 411 6 0 0 419 12 0 3 0 10 25 5 564 1 0 0 570 1014

11:00 AM 0 0 0 0 0 0 0 116 1 0 0 117 2 0 1 0 3 6 0 143 1 0 1 145 26811:15 AM 0 0 0 0 0 0 0 124 2 0 0 126 3 0 1 0 0 4 1 146 0 0 0 147 27711:30 AM 0 0 0 0 0 0 0 138 1 0 0 139 0 0 1 0 2 3 0 139 0 1 0 140 28211:45 AM 0 0 0 0 0 0 0 136 3 0 0 139 2 0 0 0 0 2 5 112 2 0 0 119 260

Total 0 0 0 0 0 0 0 514 7 0 0 521 7 0 3 0 5 15 6 540 3 1 1 551 1087

12:00 PM 0 0 0 0 0 0 1 144 0 0 0 145 1 0 2 0 0 3 3 137 2 0 0 142 29012:15 PM 0 0 0 0 0 0 1 140 2 0 0 143 3 0 1 0 0 4 1 140 0 0 0 141 28812:30 PM 0 0 0 0 0 0 1 141 2 0 0 144 1 0 2 0 0 3 1 138 0 0 0 139 28612:45 PM 0 0 0 0 0 0 0 137 2 0 0 139 6 0 0 0 0 6 0 155 2 0 0 157 302

Total 0 0 0 0 0 0 3 562 6 0 0 571 11 0 5 0 0 16 5 570 4 0 0 579 1166

01:00 PM 0 0 0 0 0 0 0 122 0 0 0 122 0 0 0 0 0 0 0 151 0 0 0 151 27301:15 PM 0 0 0 0 0 0 0 151 0 0 0 151 0 0 0 0 0 0 0 150 0 0 0 150 30101:30 PM 0 0 0 0 0 0 0 141 0 0 0 141 0 0 0 0 0 0 0 137 0 0 0 137 27801:45 PM 0 0 0 0 0 0 0 163 0 0 0 163 0 0 0 0 0 0 0 135 0 0 0 135 298

Total 0 0 0 0 0 0 0 577 0 0 0 577 0 0 0 0 0 0 0 573 0 0 0 573 1150


Fairfax, VA 22030(703) 359-5861



SouthboundHull St


Hull StEastbound

Start


App.

Total


Total


Total


TotalInt. Total

02:00 PM 0 0 0 0 0 0 0 155 0 0 0 155 0 0 0 0 0 0 0 161 0 0 0 161 31602:15 PM 0 0 0 0 0 0 0 190 0 0 0 190 0 0 0 0 0 0 0 134 0 0 0 134 32402:30 PM 0 0 0 0 0 0 0 191 0 0 0 191 0 0 0 0 0 0 0 163 0 0 0 163 35402:45 PM 0 0 0 0 0 0 0 217 0 0 0 217 0 0 0 0 0 0 0 185 0 0 0 185 402

Total 0 0 0 0 0 0 0 753 0 0 0 753 0 0 0 0 0 0 0 643 0 0 0 643 1396

03:00 PM 0 0 0 0 0 0 0 175 0 0 0 175 0 0 0 0 0 0 0 133 0 0 0 133 30803:15 PM 0 0 0 0 0 0 0 196 0 0 0 196 0 0 0 0 0 0 0 162 0 0 0 162 35803:30 PM 0 0 0 0 0 0 0 190 0 0 0 190 0 0 0 0 0 0 0 161 0 0 0 161 35103:45 PM 0 0 0 0 0 0 0 212 0 0 0 212 0 0 0 0 0 0 1 168 0 0 0 169 381

Total 0 0 0 0 0 0 0 773 0 0 0 773 0 0 0 0 0 0 1 624 0 0 0 625 1398

04:00 PM 0 0 0 0 0 0 0 274 0 0 0 274 0 0 0 0 0 0 0 158 0 0 0 158 43204:15 PM 0 0 0 0 0 0 0 256 0 0 0 256 0 0 0 0 0 0 0 177 0 0 0 177 43304:30 PM 0 0 0 0 0 0 0 266 0 0 0 266 0 0 0 0 0 0 0 175 0 0 0 175 44104:45 PM 0 0 0 0 0 0 0 279 0 0 0 279 0 0 0 0 0 0 0 193 0 0 0 193 472

Total 0 0 0 0 0 0 0 1075 0 0 0 1075 0 0 0 0 0 0 0 703 0 0 0 703 1778

05:00 PM 0 0 0 0 0 0 0 309 4 0 0 313 0 0 0 0 0 0 1 178 0 0 0 179 49205:15 PM 0 0 0 0 0 0 0 339 3 0 0 342 0 0 0 0 0 0 7 168 1 0 0 176 51805:30 PM 0 0 0 0 0 0 0 329 4 0 0 333 0 0 0 0 0 0 2 152 4 0 0 158 49105:45 PM 0 0 0 0 0 0 0 335 3 1 0 339 0 0 0 0 0 0 2 205 2 0 0 209 548

Total 0 0 0 0 0 0 0 1312 14 1 0 1327 0 0 0 0 0 0 12 703 7 0 0 722 2049

06:00 PM 0 0 0 0 0 0 0 291 6 0 0 297 0 0 0 0 0 0 4 150 0 0 0 154 45106:15 PM 0 0 0 0 0 0 1 224 1 1 0 227 0 0 0 0 0 0 2 156 0 0 0 158 38506:30 PM 0 0 0 0 0 0 1 221 8 1 0 231 0 0 0 0 0 0 1 173 0 0 0 174 40506:45 PM 0 0 0 0 0 0 0 206 1 0 0 207 0 0 0 0 0 0 4 141 1 0 0 146 353

Total 0 0 0 0 0 0 2 942 16 2 0 962 0 0 0 0 0 0 11 620 1 0 0 632 1594

07:00 PM 0 0 0 0 0 0 0 181 1 0 0 182 0 0 3 0 0 3 4 128 1 1 0 134 31907:15 PM 0 0 0 0 0 0 0 179 1 0 0 180 4 0 2 0 0 6 1 110 0 0 0 111 29707:30 PM 0 0 0 0 0 0 0 149 3 0 0 152 0 0 3 0 0 3 2 109 0 0 0 111 26607:45 PM 0 0 0 0 0 0 0 151 3 0 0 154 3 0 4 0 2 9 4 91 0 0 0 95 258

Total 0 0 0 0 0 0 0 660 8 0 0 668 7 0 12 0 2 21 11 438 1 1 0 451 1140

Grand Total 0 0 0 0 0 0 8 9239 75 3 1 9326 93 0 51 0 24 168 64 9434 19 7 2 9526 19020

Apprch % 0 0 0 0 0 0.1 99.1 0.8 0 0 55.4 0 30.4 0 14.3 0.7 99 0.2 0.1 0

Total % 0 0 0 0 0 0 0 48.6 0.4 0 0 49 0.5 0 0.3 0 0.1 0.9 0.3 49.6 0.1 0 0 50.1

Cars 0 0 0 0 0 0 8 9022 73 3 1 9107 91 0 49 0 22 162 61 9190 19 7 2 9279 18548

% Cars 0 0 0 0 0 0 100 97.7 97.3 100 100 97.7 97.8 0 96.1 0 91.7 96.4 95.3 97.4 100 100 100 97.4 97.5Trucks 0 0 0 0 0 0 0 217 2 0 0 219 2 0 2 0 2 6 3 244 0 0 0 247 472

% Trucks 0 0 0 0 0 0 0 2.3 2.7 0 0 2.3 2.2 0 3.9 0 8.3 3.6 4.7 2.6 0 0 0 2.6 2.5


Fairfax, VA 22030(703) 359-5861


Hu

ll S

t H

ull S

t

Linwood Ave

Right

0 0 0

Thru

0 0 0

Left

0 0 0

Peds

0 0 0

InOut Total27 0 27 0 0 0

27 27 0

Rig

ht 8

0

8

Th

ru

90

22

2

17

9

23

9

Le

ft 73

2

7

5

Pe

ds 4

0

4

Ou

tT

ota

lIn

92

81

9

10

7

18

38

8

24

6

21

9

46

5

95

27

1

88

53

9

32

6

Left49 2

51

Thru0 0 0

Right91 2

93

Peds22 2

24

Out TotalIn

134 162 296 5 6 11

139 307 168

Le

ft19

0

1

9

Th

ru

91

90

2

44

9

43

4

Rig

ht

61

3

6

4

Pe

ds9

0

9

To

tal

Ou

tIn

90

71

9

27

9

18

35

0

21

9

24

7

46

6

92

90

1

88

16

9

52

6

1/28/2015 06:00 AM1/28/2015 07:45 PM CarsTrucks

North


Fairfax, VA 22030(703) 359-5861


SouthboundHull St


Hull StEastbound

Start Time

Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total


07:30 AM 0 0 0 0 0 118 4 122 2 0 1 3 1 283 0 284 409

07:45 AM 0 0 0 0 0 125 2 127 4 0 4 8 3 333 0 336 47108:00 AM 0 0 0 0 0 128 1 129 7 0 3 10 4 312 0 316 455

08:15 AM 0 0 0 0 0 126 1 127 2 0 3 5 1 252 0 253 385Total Volume 0 0 0 0 0 497 8 505 15 0 11 26 9 1180 0 1189 1720% App. Total 0 0 0 0 98.4 1.6 57.7 0 42.3 0.8 99.2 0

PHF .000 .000 .000 .000 .000 .971 .500 .979 .536 .000 .688 .650 .563 .886 .000 .885 .913Cars 0 0 0 0 0 480 7 487 14 0 11 25 9 1159 0 1168 1680

% Cars 0 0 0 0 0 96.6 87.5 96.4 93.3 0 100 96.2 100 98.2 0 98.2 97.7Trucks 0 0 0 0 0 17 1 18 1 0 0 1 0 21 0 21 40

% Trucks 0 0 0 0 0 3.4 12.5 3.6 6.7 0 0 3.8 0 1.8 0 1.8 2.3

Hu

ll S

t H

ull S

t

Linwood Ave

Right

0 0 0

Thru

0 0 0

Left

0 0 0

InOut Total0 0 0 0 0 0 0 0 0

Rig

ht 0

0

0

Th

ru

48

0

17

4

97

L

eft 7

1

8

Ou

tT

ota

lIn

11

73

4

87

1

66

0

22

1

8

40

1

19

5

17

00

5

05

Left11 0

11

Thru0 0 0

Right14 1

15

Out TotalIn

16 25 41 1 1 2

17 43 26

Le

ft

0

0

0

Th

ru

11

59

2

1

11

80

R

igh

t9

0

9

To

tal

Ou

tIn

49

1

11

68

1

65

9

17

2

1

38

5

08

1

69

7

11

89


Peak Hour Data

North


Fairfax, VA 22030(703) 359-5861


SouthboundHull St


Hull StEastbound



05:00 PM 0 0 0 0 0 309 4 313 0 0 0 0 1 178 0 179 49205:15 PM 0 0 0 0 0 339 3 342 0 0 0 0 7 168 1 176 518

05:30 PM 0 0 0 0 0 329 4 333 0 0 0 0 2 152 4 158 49105:45 PM 0 0 0 0 0 335 3 338 0 0 0 0 2 205 2 209 547

Total Volume 0 0 0 0 0 1312 14 1326 0 0 0 0 12 703 7 722 2048% App. Total 0 0 0 0 98.9 1.1 0 0 0 1.7 97.4 1

PHF .000 .000 .000 .000 .000 .968 .875 .969 .000 .000 .000 .000 .429 .857 .438 .864 .936Cars 0 0 0 0 0 1300 14 1314 0 0 0 0 11 684 7 702 2016

% Cars 0 0 0 0 0 99.1 100 99.1 0 0 0 0 91.7 97.3 100 97.2 98.4Trucks 0 0 0 0 0 12 0 12 0 0 0 0 1 19 0 20 32

% Trucks 0 0 0 0 0 0.9 0 0.9 0 0 0 0 8.3 2.7 0 2.8 1.6

Hu

ll S

t H

ull S

t

Linwood Ave

Right

0 0 0

Thru

0 0 0

Left

0 0 0

InOut Total7 0 7 0 0 0 7 7 0

Rig

ht 0

0

0

Th

ru

13

00

1

2

13

12

L

eft 1

4

0

14

Ou

tT

ota

lIn

68

4

13

14

1

99

8

19

1

2

31

7

03

2

02

9

13

26

Left0 0 0

Thru0 0 0

Right0 0 0

Out TotalIn

25 0 25 1 0 1

26 26 0

Le

ft

7

0

7

Th

ru68

4

19

7

03

R

igh

t

11

1

1

2

To

tal

Ou

tIn

13

00

7

02

2

00

2

12

2

0

32

1

31

2

20

34

7

22


Peak Hour Data

North


Fairfax, VA 22030(703) 359-5861

City of Richmond, Virginia

Motor Vehicle Accident File

Period: 2/1/2012 thru 1/31/2015

Street of interest: Hull Street Road

Accident ID Date Officer Time No of

Vehicles Total damage

Fat

alit

ies

Inca

pac

itat

ed

Non

- in

cap

acit

ated

No v

isib

le

inju

ries

Poss

ible

in

jury

Bea

t

No I

nju

ry

Type of Accident

Non

- Tra

ff F

atal

ityStreet of interest: Bryce Lane

INTERSECTION*****BRYCE LANE & HULL STREET ROAD

201303180008 03/18/2013 53330023 1 $4,000.00 0 0 0 0 0 0 0 212FIXED OBJECT - OFF ROAD

HIT AND RUNDriver: 1 Action: N MAKING LEFT TURN

201202120125 02/12/2012 53330304 2 $5,000.00 0 2 0 0 0 0 0 212OTHER

FOLLOWING TOO CLOSEDriver: 2 Action: W GOING STRAIGHT AHEAD

DID NOT HAVE RIGHT-OF-WAYDriver: 1 Action: E MAKING U-TURN

201210200461 10/20/2012 20031846 2 $5,000.00 0 0 0 0 0 0 0 212ANGLE

NO IMPROPER ACTIONDriver: 2 Action: E GOING STRAIGHT AHEAD

HIT AND RUNDriver: 1 Action: S MAKING LEFT TURN

201407110328 07/11/2014 22601433 2 $1,800.00 0 0 0 0 0 0 0 212REAR END

NO IMPROPER ACTIONDriver: 2 Action: W MAKING LEFT TURN


201205110195 05/11/2012 14160945 2 $9,800.00 0 0 0 0 0 0 0 212ANGLE


DID NOT HAVE RIGHT-OF-WAYDriver: 1 Action: W STOPPED IN TRAFFIC LANE

201205010175 05/01/2012 28340930 2 $3,000.00 0 0 0 0 0 0 0 212REAR END

NO IMPROPER ACTIONDriver: 2 Action: E SLOWING OR STOPPING

FOLLOWING TOO CLOSEDriver: 1 Action: E GOING STRAIGHT AHEAD

201406100186 06/10/2014 14161009 3 $12,700.00 0 0 0 0 0 0 0 212ANGLE

NO IMPROPER ACTIONDriver: 3 Action: N STOPPED IN TRAFFIC LANE


DID NOT HAVE RIGHT-OF-WAYDriver: 1 Action: W MAKING LEFT TURN

1 Rev 08/15/08



Fat

alit

ies

Inca

pac

itat

ed

Non

- in

cap

acit

ated

No v

isib

le

inju

ries

Poss

ible

in

jury

Bea

t

No I

nju

ry

Type of Accident

Non

- Tra

ff F

atal


201407190087 07/19/2014 23180300 2 $6,500.00 0 0 0 0 0 0 0 212ANGLE

HIT AND RUNDriver: 2 Action: S GOING STRAIGHT AHEAD

NO IMPROPER ACTIONDriver: 1 Action: S MAKING LEFT TURN

201207050290 07/05/2012 22391051 3 $28,700.00 0 0 1 0 0 0 0 212ANGLE

NO IMPROPER ACTIONDriver: 3 Action: N STOPPED IN TRAFFIC LANE


DID NOT HAVE RIGHT-OF-WAYDriver: 1 Action: S MAKING LEFT TURN

201406300345 06/30/2014 17741442 2 $17,000.00 0 1 1 0 0 0 0 212ANGLE


DID NOT HAVE RIGHT-OF-WAYDriver: 1 Action: N MAKING LEFT TURN

201210190413 10/19/2012 35181649 3 $5,500.00 0 0 0 0 0 0 0 212REAR END


NO IMPROPER ACTIONDriver: 2 Action: W GOING STRAIGHT AHEAD


11

NON-INTERSECTION*****HULL STREET ROAD & 15 FEET E OF BRYCE LANE



*****HULL STREET ROAD & 100 FEET E OF BRYCE LANE

201312230456 12/23/2013 56622016 1 $500.00 0 0 1 0 0 0 0 212PEDESTRIAN

HIT AND RUNDriver: 1 Action: E GOING STRAIGHT AHEAD

*****HULL STREET ROAD & 100 FEET W OF BRYCE LANE


FAIL TO MAINTAIN PROPER CONTROLDriver: 1 Action: W GOING STRAIGHT AHEAD


2 Rev 08/15/08



Fat

alit

ies

Inca

pac

itat

ed

Non

- in

cap

acit

ated

No v

isib

le

inju

ries

Poss

ible

in

jury

Bea

t

No I

nju

ry

Type of Accident

Non

- Tra

ff F

atal


201209090026 09/09/2012 53920034 2 $4,500.00 0 0 0 0 0 0 0 212REAR END


DID NOT HAVE RIGHT-OF-WAYDriver: 2 Action: E ENTERING STREET FROM PARKING LOT


201203170083 03/17/2012 55830208 3 $19,000.00 0 0 0 0 0 0 0 212REAR END



DID NOT HAVE RIGHT-OF-WAYDriver: 1 Action: W MAKING U-TURN

5

16Accidents reported at : HULL STREET ROAD and BRYCE LANE

3 Rev 08/15/08



Period: 2/1/2012 thru 1/31/2015




Fat

alit

ies

Inca

pac

itat

ed

Non

- in

cap

acit

ated

No v

isib

le

inju

ries

Poss

ible

in

jury

Bea

t

No I

nju

ry

Type of Accident

Non

- Tra

ff F

atal

ityStreet of interest: Chesterfield Dr

INTERSECTION*****CHESTERFIELD DR & HULL STREET ROAD

01309040388 09/04/2013 14161620 2 $3,800.00 0 0 0 0 0 0 0 212REAR END


NO IMPROPER ACTIONDriver: 2 Action: E STOPPED IN TRAFFIC LANE

201203230456 03/23/2012 14161555 3 $2,800.00 0 0 2 0 0 0 0 212REAR END




2

2Accidents reported at : HULL STREET ROAD and CHESTERFIELD DR

1 Rev 08/15/08



Period: 2/1/2012 thru 1/31/2015




Fat

alit

ies

Inca

pac

itat

ed

Non

- in

cap

acit

ated

No v

isib

le

inju

ries

Poss

ible

in

jury

Bea

t

No I

nju

ry

Type of Accident

Non

- Tra

ff F

atal

ityStreet of interest: Linwood Ave

INTERSECTION*****HULL STREET ROAD & LINWOOD AVE

201311110329 11/11/2013 56621726 2 $3,500.00 0 0 0 2 0 0 0 212REAR END



201207060443 07/06/2012 33501648 2 $3,000.00 0 0 0 2 0 0 0 212REAR END



201407280289 07/28/2014 17741444 2 $6,500.00 0 0 1 1 0 0 0 212REAR END



201204300195 04/30/2012 28341125 2 $2,000.00 0 0 0 1 0 0 0 212REAR END


NO IMPROPER ACTIONDriver: 2 Action: W SLOWING OR STOPPING

201409090318 09/09/2014 14161553 2 $7,000.00 0 0 0 0 0 0 0 212ANGLE

DID NOT HAVE RIGHT-OF-WAYDriver: 1 Action: W GOING STRAIGHT AHEAD


5

NON-INTERSECTION*****HULL STREET ROAD & 3 FEET E OF LINWOOD AVE

201306290590 06/29/2013 53202045 2 $3,600.00 0 0 0 0 0 0 0 212REAR END


FAIL TO MAINTAIN PROPER CONTROLDriver: 2 Action: E GOING STRAIGHT AHEAD

1 Rev 08/15/08



Fat

alit

ies

Inca

pac

itat

ed

Non

- in

cap

acit

ated

No v

isib

le

inju

ries

Poss

ible

in

jury

Bea

t

No I

nju

ry

Type of Accident

Non

- Tra

ff F

atal


*****HULL STREET ROAD & 10 FEET E OF LINWOOD AVE

201401100307 01/10/2014 22851450 2 $5,500.00 0 0 0 0 0 0 0 212REAR END


NO IMPROPER ACTIONDriver: 2 Action: W SLOWING OR STOPPING

*****HULL STREET ROAD & 10 FEET W OF LINWOOD AVE

201309070501 09/07/2013 56681740 1 $1,500.00 0 1 0 0 0 0 0 212OTHER

AVOIDING OTHER VEHICLEDriver: 1 Action: E GOING STRAIGHT AHEAD


201305260278 05/26/2013 28811513 2 $3,300.00 0 0 0 1 0 0 0 212HEAD ON

FAIL TO STOP AT THROUGH HIGHWAY - NO SIGNDriver: 1 Action: S ENTERING STREET FROM PARKING LOT



201211030433 11/03/2012 27791745 3 $18,000.00 0 0 2 0 0 0 0 212REAR END





201412020375 12/02/2014 53911722 2 $2,200.00 0 0 3 0 0 0 0 212ANGLE

IMPROPER OR UNSAFE LANE CHANGEDriver: 1 Action: E CHANGING LANES



201306110388 06/11/2013 35321627 2 $3,000.00 0 0 0 0 0 0 0 212REAR END




2 Rev 08/15/08



Fat

alit

ies

Inca

pac

itat

ed

Non

- in

cap

acit

ated

No v

isib

le

inju

ries

Poss

ible

in

jury

Bea

t

No I

nju

ry

Type of Accident

Non

- Tra

ff F

atal


201301260304 01/26/2013 56621616 2 $2,500.00 0 0 0 2 0 0 0 212ANGLE




201301060256 01/06/2013 22331310 2 $9,000.00 0 0 0 1 0 0 0 212ANGLE




201204020284 04/02/2012 32491403 2 $550.00 0 0 0 1 0 0 0 212REAR END

IMPROPER BACKINGDriver: 1 Action: E BACKING



201205220532 05/22/2012 33502024 2 $5,000.00 0 0 0 2 0 0 0 212REAR END


NO IMPROPER ACTIONDriver: 2 Action: E MAKING LEFT TURN


201302270368 02/27/2013 55831740 2 $4,000.00 0 0 0 1 0 0 0 212REAR END




201203130409 03/13/2012 55871723 2 $10,000.00 0 0 0 2 0 0 0 212REAR END


NO IMPROPER ACTIONDriver: 2 Action: E MAKING LEFT TURN


201202070344 02/07/2012 28341402 2 $2,800.00 0 0 0 0 0 0 0 212REAR END

3 Rev 08/15/08



Fat

alit

ies

Inca

pac

itat

ed

Non

- in

cap

acit

ated

No v

isib

le

inju

ries

Poss

ible

in

jury

Bea

t

No I

nju

ry

Type of Accident

Non

- Tra

ff F

atal


FOLLOWING TOO CLOSEDriver: 1 Action: E SLOWING OR STOPPING



201303170280 03/17/2013 22331326 2 $2,300.00 0 0 0 0 0 0 0 212REAR END



*****LINWOOD AVE & 300 FEET E OF HULL STREET ROAD

201307200410 07/20/2013 17741600 2 $3,000.00 0 0 0 0 0 0 0 212ANGLE

IMPROPER TURN FROM WRONG LANEDriver: 1 Action: E MAKING LEFT TURN


16

21Accidents reported at : HULL STREET ROAD and LINWOOD AVE

4 Rev 08/15/08

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