View Royal - Traffic Signal Warrant Analysis

June 27, 2017Pages 187–1882 sections

Traffic signal warrant analysis based on June and November counts, including development volumes.

4.1.a Rezoning - 2951 Craigowan Road (Christie Point)

Analysis Date: 2017 Feb 08June peak hour volumes: Signal WarrantedNovember peak hour volumes: Signal NOT Warranted

View Royal - Traffic Signal Warrant Analysis

Main Street (name): Island Highway Direction (EW or NS): EW Side Street (name): Shoreline Drive Direction (EW or NS): NS Road Authority: View Royal City: View Royal Analysis Date: 2017 Feb 08, Wed Comments: Volumes are based on June Count + Development, 90% of peak hour applied for other hours

Lane Configuration

Lane Configuration	Excl LT	Th & LT	Th & RT	Excl RT	UpStream Signal (m)	# of Thru Lanes
Island Highway WB		1			2,500	1
Island Highway EB			1		150	1
Shoreline Drive NB	1			1
Shoreline Drive SB

Demographics

Demographic Variable	Units	Value
Elem. School/Mobility Challenged	(y/n)	y
Senior's Complex	(y/n)	n
Pathway to School	(y/n)	y
Metro Area Population	(#)	25,000
Central Business District	(y/n)	n

Other Input

Street	Speed (Km/h)	Truck %	Bus Rt (y/n)	Median (m)
Island Highway EW	40	3.0%	y
Shoreline Drive NS	40	1.0%	n

Traffic Input

Time Period	NB LT	NB Th	NB RT	SB LT	SB Th	SB RT	WB LT	WB Th	WB RT	EB LT	EB Th	EB RT
7:00 - 8:00				56		50		1220	97	29	608
8:00 - 9:00				56		50		1220	97	29	608
11:00 - 12:00				56		50		1220	97	29	608
12:00 - 13:00				56		50		1220	97	29	608
16:00 - 17:00				62		55		1356	108	32	676
17:00 - 18:00				56		50		1220	97	29	608
Total (6-hour peak)	0	0	0	342	0	305	0	7,456	593	177	3,716	0
Average (6-hour peak)	0	0	0	57	0	51	0	1,243	99	30	619	0

Pedestrian Input (Average 6-hour peak):

Ped1 (NS W Side): 0
Ped2 (NS E Side): 0
Ped3 (EW N Side): 0
Ped4 (EW S Side): 0

[Diagram: Average 6-hour Peak Turning Movements for June Count data showing intersection volumes for Island Highway and Shoreline Drive]

Warrant Analysis Result

W = 118

Veh	Ped
118	0

Warranted

Page 187–188

View Royal - Traffic Signal Warrant Analysis

Main Street (name): Island Highway Direction (EW or NS): EW Side Street (name): Shoreline Drive Direction (EW or NS): NS Road Authority: View Royal City: View Royal Analysis Date: 2017 Feb 08, Wed Comments: Volumes are based on November Count + Development, 90% of peak hour applied for other hours

Lane Configuration

Lane Configuration	Excl LT	Th & LT	Th & RT	Excl RT	UpStream Signal (m)	# of Thru Lanes
Island Highway WB		1			2,500	1
Island Highway EB			1		150	1
Shoreline Drive NB	1			1
Shoreline Drive SB

Demographics

Demographic Variable	Units	Value
Elem. School/Mobility Challenged	(y/n)	y
Senior's Complex	(y/n)	n
Pathway to School	(y/n)	y
Metro Area Population	(#)	25,000
Central Business District	(y/n)	n

Other Input

Street	Speed (Km/h)	Truck %	Bus Rt (y/n)	Median (m)
Island Highway EW	40	3.0%	y
Shoreline Drive NS	40	1.0%	n

Traffic Input

Time Period	NB LT	NB Th	NB RT	SB LT	SB Th	SB RT	WB LT	WB Th	WB RT	EB LT	EB Th	EB RT
7:00 - 8:00				47		33		1256	76	21	475
8:00 - 9:00				47		33		1256	76	21	475
11:00 - 12:00				47		33		1256	76	21	475
12:00 - 13:00				47		33		1256	76	21	475
16:00 - 17:00				52		37		1395	84	23	528
17:00 - 18:00				47		33		1256	76	21	475
Total (6-hour peak)	0	0	0	287	0	202	0	7,675	464	128	2,903	0
Average (6-hour peak)	0	0	0	48	0	34	0	1,279	77	21	484	0

Pedestrian Input (Average 6-hour peak):

Ped1 (NS W Side): 0
Ped2 (NS E Side): 0
Ped3 (EW N Side): 0
Ped4 (EW S Side): 0

[Diagram: Average 6-hour Peak Turning Movements for November Count data showing intersection volumes for Island Highway and Shoreline Drive]

Warrant Analysis Result

W = 89

Veh	Ped
89	0

NOT Warranted

Page 187–188

Document Images

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Extracted from: 2017 06 27 Public Hearing Agenda - Agenda - Pdf