Average Delay/Vehicle (sec/veh) Signalized. Unsignalized Intersection
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1 Attachment: Traffic Analysis Results Traffic simulation modeling analysis was completed for Santa Cruz Ave from Alameda De Las Pulgas to Junipero Serra Blvd. Analysis was performed for existing conditions as well as road diet conditions. Traffic counts used for this study were conducted by Quality Counts in April of 2012 and include turn counts for vehicles, pedestrians and bicycles. These analyses were performed utilizing the Highway Capacity Manual (HCM) and its guidelines and definitions for Level of Service (LOS) and vehicular delays. The HCM defines LOS as the average total vehicle delay of all movements through an intersection. Vehicle delay is a method of quantifying several intangible factors, including driver discomfort, frustration, and lost travel time. LOS Average /Vehicle (sec/veh) Signalized Unsignalized Intersection intersection A B >10-20 >10-15 C >20-35 >15-25 D >35-55 >25-35 E >55-80 >35-50 F >80 >50 1
2 Study Area Configuration On the east side of Alameda DLP currently a bike lane is striped from Avy Ave to the north down to Alameda DLP. There is a gap in the bike lane from Alameda DLP through the intersection with Sand Hill Rd. The bike lane continues from a point south of Sand Hill Rd through the intersection with Junipero Serra Blvd and southwardly on Alpine Rd. Existing Bike Lane Existing Bike Lane 2
3 Existing Conditions Analysis The existing conditions for the three intersections of this study were evaluated and the results are summarized in the table below. EXISTING CONDITIONS AM PM Santa Cruz and Alameda DLP Volume (ft) Volume (ft) Alameda DLP EB C B 124 Campo Bello Ln NEB C D 17 Santa Cruz NWB B B 278 Santa Cruz SB C D 245 Santa Cruz and Sand Hill Santa Cruz NWB D B 178 Santa Cruz SEB D B 162 Sand Hill NEB E F 352 Sand Hill SWB E F 533 Santa Cruz and Alpine/Junipero Serra Santa Cruz SB C C 156 Junipero Serra WB B C 422 Alpine NB C D 260 Santa Cruz Ave and Alameda DLP: This intersection currently operates at acceptable levels of service with reasonable delays and queues during the AM and PM peak hours. (San Mateo County Intersection) Santa Cruz Ave and Sand Hill Rd: This intersection currently functions at an unacceptable LOS of E for the intersection with average delays of 58.4 seconds per vehicle. Sand Hill Ave suffers extensive delays both in the AM and PM peak hours with extensive queue lengths due to the large number of vehicles utilizing this intersection. (Shared San Mateo County and City of Menlo Park Intersection) Santa Cruz Ave and Alpine Rd/Junipero Serra: This intersection currently operates at acceptable levels of service with reasonable delays and queues during the AM and PM peak hours. (City of Menlo Park Intersection) 3
4 Note Length of Queue Existing AM Note Length of Queue Existing PM 4
5 Road Diet Conditions Analysis Road Diet in the NB Direction: The system s conditions for the three study intersections were evaluated under road diet conditions and the results are summarized in the table below. Under the NB road diet condition, one lane is eliminated in the NWB direction of Santa Cruz Ave to provide space for a bike lane. NB ROAD DIET ONDITIONS AM PM Santa Cruz and Alameda DLP Volume (ft) Volume (ft) Alameda DLP EB C B 124 Campo Bello Ln NEB C D 17 Santa Cruz NWB B B 278 Santa Cruz SB C D 245 Santa Cruz and Sand Hill Santa Cruz NWB F C 446 Santa Cruz SEB D B 162 Sand Hill NEB F F 527 San Hill SWB E F 533 Santa Cruz and Alpine/Junipero Serra Santa Cruz SB C C 156 Junipero Serra WB B C 442 Alpine NB C D 260 Santa Cruz Ave and Alameda DLP: This intersection will continue to operate at acceptable levels of service with reasonable delays and queues during the AM and PM peak hours. (San Mateo County Intersection) Santa Cruz Ave and Sand Hill Rd: This intersection will be completely overwhelmed under road diet conditions. There is a massive volume of vehicles that utilize this intersection. Eliminating a lane from Santa Cruz Ave will in turn eliminate turn lanes from other approaches to turn onto Santa Cruz Ave and thereby pushing the intersection into failure. Almost all approaches will function at LOS F, with queues reaching to upstream intersections. (Shared San Mateo County and City of Menlo Park Intersection) Santa Cruz Ave and Alpine Rd/Junipero Serra: This intersection will continue to operate at acceptable levels of service with reasonable delays and queues during the AM and PM peak hours. (City of Menlo Park Intersection) 5
6 Note Length of Queue NB Road Diet AM NB Road Diet PM 6
7 Road Diet in the SB Direction: The system s conditions for the three study intersections were evaluated under road diet conditions and the results are summarized in the table below. Under the SB road diet condition, one lane is eliminated in the SEB direction of Santa Cruz Ave to provide space for a bike lane. SB ROAD DIET CONDITIONS AM PM Santa Cruz and Alameda DLP Volume (ft) Volume (ft) Alameda DLP EB C B 262 Campo Bello Ln NEB C D 17 Santa Cruz NWB B B 278 Santa Cruz SB C E 533 Santa Cruz and Sand Hill Santa Cruz NWB D C 182 Santa Cruz SEB D B 108 Sand Hill NEB E F 352 San Hill SWB E F 533 Santa Cruz and Alpine/Junipero Serra Santa Cruz SB C C 156 Junipero Serra WB B C 442 Alpine NB C D 260 Santa Cruz Ave and Alameda DLP: This intersection will no longer operate at acceptable levels of services. The southbound direction of Santa Cruz will experience average delays of 61 seconds per vehicle with queues reaching well over 500 feet during the PM peak hour. It should be noted with queues this long, there is a chance of increased cut-through traffic on Sharon to Alameda DLP during the PM peak hour. The intersection will experience reasonable delays and queues during the AM peak hour. (San Mateo County Intersection) Santa Cruz Ave and Sand Hill Rd: This intersection is currently overwhelmed with unacceptable delays and long queues and it will suffer even more under road diet conditions. However, it should be noted that the additional delays on this intersection due to a SB road diet are minimal. (Shared San Mateo County and City of Menlo Park Intersection) Santa Cruz Ave and Alpine Rd/Junipero Serra: This intersection will continue to operate at acceptable levels of service with reasonable delays and queues during the AM and PM peak hours. (City of Menlo Park Intersection) 7
8 SB Road Diet AM Note Length of Queue SB Road Diet PM 8
9 Recommendations: Based on the results of this study, a NB Road Diet is not recommended for Santa Cruz Avenue due to severe congestion imposed upon the intersection with Sand Hill Road. This intersection currently has significant delays due to the large vehicular volumes. Eliminating any auxiliary lanes will push the intersection into even more severe congested gridlock conditions. A SB Road Diet may be a viable option as it only adversely impacts the SB Santa Cruz traffic at the Alameda DLP during the PM peak with LOS of E. However, the queues during the PM peak will be in excess of 500 feet and that will encourage drivers to cut through Sharon Rd to get to Alameda DLP. Sharon Rd already experiences cut-through issues and traffic calming measures have been installed on Sharon Rd to alleviate this issue. Sharon Rd, Avy Ave and Altschull Ave are all a part of this neighborhood and can potentially be affected. Due to increased congestion on SB Santa Cruz at Alameda and potential for increase of cut-through traffic on Sharon Rd, a SB road diet is not recommended at this time. A significant number of bicyclists utilize this intersection. It is of utmost importance to this Department to provide a configuration that can be optimally used by bicyclists as well as motorist. It is most advantageous and safe to have separate bike lanes dedicated to the bicyclists as shared lanes can be confusing and not as safe. There is very limited space on Santa Cruz to provide separate bike lanes (60.8 feet of space at the narrow point of Santa Cruz). As eliminating a travel lane is not a reasonable option, this Department proposes the elimination of parking along Santa Cruz Ave during the hours of 7:00-9:00 AM and 4:00-6:00 PM to accommodate the bicyclists outside of the motorist travel lanes. It should be noted that there is high demand for parking along Santa Cruz at this location, and removing parking will meet great resistance from the residents, especially from Menlo Commons. This Department has proposed to eliminate some parking along this segment of Santa Cruz and has not been able to get approval due to great opposition. This Department feels that not having parking during peak hours is a reasonable compromise that will address bicyclists concerns during the peak hours, yet save overnight and midday parking for the residents during less congested times. 9
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