CITY OF VANCOUVER

ADMINISTRATIVE REPORT

 

Date:

March 10, 2005

 

Author:

David Rawsthorne

 

Phone No.:

604-873-7343

 

RTS No.:

4904

 

CC File No.:

5757

 

Meeting Date:

March 29, 2005
 

TO:

Standing Committee on Transportation and Traffic

FROM:

General Manager of Engineering Services

SUBJECT:

Annual Speed Hump Installation Program, 2005

RECOMMENDATION

COUNCIL POLICY

In November 1999, Council approved an annual speed hump installation program that would identify the highest ranking local, residential street segments for speed hump installation.

PURPOSE

This report seeks approval and funding for the 2005 Annual Speed Hump Installation Program. It identifies the proposed speed humps locations and outlines a method for public consultation.

BACKGROUND

In 1999 the City completed the Speed Hump Pilot Project. The results of the pilot project indicate that speed humps are an effective device for decreasing speeds on local residential streets while not diverting traffic to other streets. In the subsequent five years, Council has approved the installation of speed humps on 128 street segments throughout the city.

In order to choose the streets to receive speed humps, an objective scoring calculation was used, adapted from a successful program in Portland, Oregon (see Appendix A). This calculation was approved by Council in November 1999 and used to identify the priority, or top ranked, streets for speed hump installation. The calculation considers the number and speed of vehicles using the block, as well as special attributes of the street, such as nearby pedestrian generators or its status as a greenway or bikeway. The speed measure used is the 85th percentile speed.

Prior to and following the installation of speed humps in 2001, traffic was monitored on the street segments which received speed humps, as well as on adjacent streets. In every location where speed humps were installed, speeds were reduced. A typical school or playground zone which previously had an 85th percentile speed over 50 km/h has seen this reduced to between 30 and 40 km/h. Residential streets which had 85th percentile speeds over 60 km/h now experience speeds between 40 and 50 km/h.

Diversion of traffic to adjacent residential streets is often a concern when implementing traffic calming measures. Traffic data collected before and after the installation of approximately 130 speed humps in 2001 show that, in the vast majority of applications, speed humps produce no appreciable diversion of traffic to adjacent streets.

DISCUSSION

27 street segments are being recommended for speed hump installation this year. Of these segments, 14 are adjacent to parks, 13 are in school zones, four are on bike routes, and two are on transit routes. All 27 segments are in 30 km/h school or playground zones. Table 1 on the following page lists the street segments with information about their ranking and the approximate number of humps to be installed.

In previous years, speed humps have not been installed on transit routes due to concerns from TransLink. In 2004, a pilot installation of speed tables, flat-topped speed humps, was completed on bus routes on Lamey’s Mill Road and on Muirfield Drive. For the 2005 program, TransLink has approved the installation of speed tables on bus routes on Adanac Street and on Wellington Street.

One highly ranked street segment, on Carnarvon Street near Fire Hall #21, has been omitted from the list of recommended sites at the request of Fire and Rescue Services. This street receives frequent use by emergency vehicles and the installation of speed humps would interfere with timely response to emergencies.

Seven other street segments which rank among the proposed speed hump locations are not included in this proposal. The traffic calming warranted in these locations is being addressed by other neighbourhood traffic calming or Greenways programs.

Experience shows that speed humps rarely produce significant diversion of traffic to adjacent streets. However, staff recommend that traffic volumes be monitored before and, where diversion of traffic is suspected, after the installation of speed humps and that they report back in the case that diversion of traffic is observed.

Street Segment

Score

85th Percentile Speed

Traffic Volume
(veh/day)

Estimated Number of Speed Humps

Adanac, Skeena to Boundary

171

54 km/h

4700

2

East 5th, Kaslo to Renfrew

160

56 km/h

1200

2

East 51st, Clarendon to Elliott

107

51 km/h

800

2

Keefer, Jackson to Heatley

102

50 km/h

600

3

West 29th, Balaclava to Carnarvon

82

48 km/h

1200

3

Laurel, W 57th to W 59th

81

48 km/h

1000

2

Henry, E 29th to E 31st

77

48 km/h

1100

3

Wellington, Rupert to McHardy

76

47 km/h

1400

2

Drake, Pacific to Marinaside

75

46 km/h

1600

3

Wallace, King Edward to W 27th

67

48 km/h

900

3

East 8th, Woodland to Commercial

67

47 km/h

800

2

Pandora, Skeena to Kootenay

67

47 km/h

800

3

West Hastings, Broughton to Jervis

66

43 km/h

3900

2

Turner, Penticton to Slocan

65

47 km/h

1300

2

East 3rd, Templeton to Garden

65

46 km/h

700

2

Willow, W 37th to W 39th

64

44 km/h

2400

3

Waverley, Nanaimo to Elliott

64

46 km/h

700

4

Alberta, W 42nd to W 44th

63

47 km/h

1300

2

Heather, W 18th to W 19th

63

46 km/h

800

1

Point Grey Road, Alma to Highbury

62

43 km/h

2200

2

Glen, Keefer to W Georgia

62

48 km/h

900

2

East 60th, Borden to Argyle

62

46 km/h

1200

2

Falaise, Worthington to Matapan

62

46 km/h

600

3

Woodland, E 1st to E 2nd

61

43 km/h

1600

2

Columbia, W 59th to W 62nd

60

47 km/h

800

4

East 11th, Glen to Clark

60

47 km/h

500

2

Prince Albert, E 59th to E 61st

60

46 km/h

500

4

Table 1: Proposed Speed Humps Locations

Resident consultation and subsequent approval is an important part of the Speed Hump program. Staff propose that all residents living on the same street segments as the proposed speed humps be surveyed for their opinions. The surveys would ask two questions (see Appendix C for an example) about whether the residents feel that there is a speeding problem on their street and whether they approve of speed humps. Installation of speed humps on each street segment will be subject to a survey response rate greater than 30% and an approval rate greater than 50%. Staff recommend that speed humps be installed on all of the proposed streets that meet these criteria and that staff report back on any locations that do not for further consideration.

Of the more than 70 residential blocks which were surveyed as part of the 2000, 2001 and 2002 Speed Hump Programs, five did not support the installation of speed humps. In 2003, only one survey failed to receive support for speed hump installation. This block and its neighbouring streets are currently the subject of a more extensive traffic calming study. In 2004, all the recommended speed humps were supported by local residents and have been installed.

FINANCIAL IMPLICATIONS

The estimated capital cost of installing speed humps, as specified in this report, is $140,000 for the 33 proposed locations. This includes $75,000 for the construction of the asphalt humps, $55,000 for paint markings and warning signs, and $10,000 for traffic monitoring and public consultation. Funding is to be provided from (A5a), the Local Area Traffic Plans and Other Improvements program, subject to approval of the 2005 Streets Basic Capital Budget.

In addition to the capital costs for this project there will be maintenance costs associated with the signing and paint marking of the speed humps. Staff recommend that the Traffic Operating Budget be increased by $4,000 per annum, subject to review in the 2006 budget process.

CONCLUSION

Speed humps are an effective means by which to slow vehicles on local streets and the locations identified in this report are the highest ranking, highest priority locations, in accordance with the ranking system approved by Council in November 1999. Staff recommend that speed humps be installed in 27 locations, subject to resident approval. Staff will report back on any locations that are not approved by the survey and will monitor traffic on subject and adjacent streets.

 

APPENDIX A
PAGE 1 OF 1

APPENDIX A - SPEED HUMP SAMPLE SCORE CALCULATION

e.g. Vanness Avenue 3400 block

Raw Data

Sample size = 98 vehicle speeds
Average Daily Traffic (ADT) volume = 3000
85th percentile speed (calculated) = 52 km/h
Design speed limit = 40 km/h

Primary Score

Primary subtotal = 42 points

Secondary Score

TOTAL SCORE (Primary + Secondary) = 75 points

 

APPENDIX B
PAGE 1 OF 1

APPENDIX C
PAGE 1 OF 1

CITY OF VANCOUVER
ENGINEERING SERVICES
Neighbourhood Transportation

RE:

Speed Hump Program