HomeMy WebLinkAboutStaff Report 1808City of Palo Alto (ID # 1808)
City Council Informational Report
Report Type: Informational Report Meeting Date: 6/27/2011
June 27, 2011 Page 1 of 4
(ID # 1808)
Council Priority: {ResProject:ClearLine}
Title: Deer Creek Road Bike Lanes
Subject: Implementation of the S-1 Trail Alignment along Deer Creek Road
between Page Mill Road and Arastradero Road
From:City Manager
Lead Department: Planning and Community Environment
Informational
This is an informational item to inform the City Council that Staff is issuing an encroachment
permit to Stanford University that allows for the implementation of the S-1 Trail Alignment
project required by the Stanford General Use Permit with Santa Clara County. The project
includes the installation of bike lanes along Deer Creek Road between Page Mill Road and
Arastradero Road, resulting in a lane reduction from 4 vehicular lanes to 3 lanes as previously
evaluated in the Stanford S-1 Trail Alignment analysis.
No action by the Council is requested or may be taken.
Background
Deer Creek Road is a rural road that connects Page Mill Road and Arastradero Road, west of
Foothill Expressway. Deer Creek Road passes through both the City of Palo Alto and
unincorporated County of Santa Clara. The addition of bike lanes, restriping, and related
improvements proposed for Deer Creek Road are a component of the Page Mill Road/Matadero
Creek “S-1” Trail. In 2005, the S-1 Trail alignment was approved as part of the Stanford
University General Use Permit (GUP) after the completion of an environmental analysis of trail
alignments proposed by Santa Clara County Parks and Recreation and Stanford University Land
Use and Environmental Planning.
Along Page Mill Road between Foothill Expressway and Deer Creek Road (Segment “A”), the S-1
Trail alignment is an asphalt-paved multi-use trail that runs adjacent and generally parallel to
Page Mill Road. This trail was recently opened to public access earlier this month. The S-1 trail
continues as an unpaved hiking trail between Page Mill Road and Arastradero Road (Segment
“B”), and will be for pedestrians only, routing the bicycles onto Deer Creek Road (Segment “C”).
At the intersection of Deer Creek Road and Arastradero Road, the S-1 trail would connect to the
June 27, 2011 Page 2 of 4
(ID # 1808)
existing paved, multi-use C-2 Trail that connects to the southern terminus of the S-1 (Segment
“B”) Trail near the intersection of Arastradero Road and Purisima Road.
Deer Creek Road does not currently include marked bike lanes. To implement the bike lanes
without roadway widening, a lane reduction is necessary. The lane reduction includes restriping
the roadway from four vehicle travel lanes (two in each direction) to two travel lanes plus a
center turning lane in addition to the two new bike lanes. Stanford University completed a
roadway capacity study of Deer Creek Road to confirm that a 3-lane deer Creek Road would
accommodate future traffic demands. (Stanford Trail Project-Deer Creek Capacity Analysis For
Submission to City of Palo Alto and Santa Clara County, Fehr & Peers, September 11, 2006). The
study determined that the number of vehicle lanes on Deer Creek Road could be reduced from
four lanes to three, and maintain more than adequate capacity for current (2006) and future
projected increases in traffic resulting from full build-out of the remaining Stanford Research
Park (SRP).
Stanford agreed to pursue this alternative and received conceptual approval from both Santa
Clara County Roads and Airports, and the City of Palo Alto Transportation Division for the
sections of Deer Creek Road within the respective jurisdictions.
Project Discussion
The Deer Creek Road -Stanford S-1 Trail project consists of reducing the number of through-
travel lanes on Deer Creek Road between Page Mill Road and Arastradero Road from four (two
in each direction) to two (one in each direction) and includes a two-way left turn center lane. In
addition, a striped bicycle lane that is seven to eight feet wide will be added in each direction.
The lane configurations at the intersections of Page Mill Road and Arastradero Road will remain
the same to help protect intersection capacity. In addition, at both Page Mill Road and
Arastradero Road, neither street has more than one turning lane feeding onto Deer Creek Road
at any given time, eliminating the need for merge lanes at both intersections.
In addition to the restriping changes, Stanford University proposes to micro-surface the street
to provide a smooth travel surface and to install two bus pullouts on Deer Creek Road to help
avoid “blocking” of bike lanes during boarding or dwelling of buses. Deer Creek Road is “the
end of the line” for several Valley Transportation Authority (VTA) and Dumbarton Express bus
routes, and serves as the layover area in which buses typically stop and drivers break for
extended periods of time. With the current configuration of four lanes, these buses often park
in the shoulder, partially blocking the right travel lane. The proposed bus pullouts would
provide a safer place for the buses to layover, and maintain safe bicycle and vehicle operations.
Within the unincorporated Santa Clara County right-of-way, the project also proposes to
improve an existing mid-block crosswalk that is primarily used by equestrians/horses at the
Page Mill Pastures. The current crosswalk configuration does not meet current standards, and
combines the horse/pedestrian crossing with the vehicular driveway. The project would create
a separate horse/pedestrian crossing from the vehicle access points.
June 27, 2011 Page 3 of 4
(ID # 1808)
This project was brought to the Palo Alto Bicycle Advisory Committee on August 3, 2010 as a
discussion item. The Committee generally supported the proposed alignment, but no official
vote was taken or required.
Resource Impact
The cost of the project is to be borne entirely by Stanford. Stanford will also pay the City’s
encroachment permit fee.
Policy Implications
Bicycle Transportation Plan
The 2003 Bicycle Transportation Plan identifies the addition of bicycle lanes on Deer Creek Road
as a recommended project (Appendix G, Project 36) and the project is carried over in the Draft
Bicycle & Pedestrian Transportation Plan 2011. The 2003 Bicycle Transportation Plan calls for
providing bicycle lanes by widening the roadway; however, due to limited right-of way
availability and the amount of vehicle capacity, Staff agrees that the lane reduction through
restriping is a more cost-effective solution.
Comprehensive Plan
Goal T-1 of the Comprehensive Plan indicates that the City’s transportation systems should
have “Less Reliance on Single-Occupant Vehicles” and Goal T-3 is for “Facilities, Services, and
Programs that Encourage and Promote Walking and Bicycling.” Policy T-14 is intended to
“Improve pedestrian and bicycle access to and between local destinations including public
facilities, schools parks, open space, employment districts, shopping centers, and multi-modal
transit station.” Policy T-17 is stated to “Increase cooperation with surrounding communities
and other agencies to establish and maintain off-road bicycle and pedestrian paths and trails
utilizing creek, utility, and railroad rights-of-way.” And Policy T-18 indicates that the City should
“Support the development of the Santa Clara County Countywide Bicycle System, and other
regional bicycle plans.” The proposed project is consistent with many goals and policies
adopted in the City of Palo Alto’s Comprehensive Plan.
Notice to Businesses and Transit Providers
All of the transit operators have been involved in the development of the project. The Stanford
Land Management Company has kept the nearby Research Park businesses aware of the
project. Those businesses adjacent to Deer Creek road have been notified again within the past
two weeks.
Next Steps
Staff will work with, approve, and issue an encroachment permit to Stanford Land Management
Company to implement the above project along Deer Creek Road within City limits. The
encroachment permit is issued by the Public Works Department and allows Stanford to work
within the City’s right-of-way.
June 27, 2011 Page 4 of 4
(ID # 1808)
Implementation of the resurfacing would need to occur by this summer due to weather
restrictions and the proposed resurfacing method (micro-surfacing). Any delays to start the
implementation process would potentially delay the project until the summer of 2012, or later.
ATTACHMENTS:
·Attachment A: 2010-08-16 Deer Creek Analysis (PDF)
·Attachment B: Deer Creek S1-C alignment (PDF)
Prepared By:Rafael Rius, Traffic Engineer
Department Head:Curtis Williams, Director
City Manager Approval: James Keene, City Manager
160 W. Santa Clara Street, Suite 675 San Jose, CA 95113 (408) 278-1700 Fax (408) 278-1717
www.fehrandpeers.com
MEMORANDUM
TO: Jim Inglis, Stanford Management Company
FROM: Robert H. Eckols
Stefanie Fishman
Jerry Walters
ORIGINAL: September 11, 2006
UPDATED: August 16, 2010
SUBJECT: Stanford Trail Project – Deer Creek Capacity Analysis
For Submission to City of Palo Alto and Santa Clara County
This memorandum summarizes a capacity analysis for Deer Creek Road related to
converting the existing four-lane cross-section to a three-lane cross-section. The analysis
considers the impact of the conversion under the existing travel condition on Deer Creek
Road. Our analysis estimates of the level of new development and the amount of potential
expansion that might occur in the future based on existing floor area ratios and Mayfield
Agreement development rights.
The proposed roadway conversion is necessary to add bicycle lanes along Deer Creek Road
that supports the Stanford Pedestrian/Bicycle Trail required under the Stanford University
General Use Permit. The existing roadway width is insufficient to provide four travel lanes plus bicycle lanes in each direction. The conversion of the roadway from four-lanes to a
three-lane cross-section – with one travel lane in each direction and a two-way left-turn
(TWLT) lane in the center – will allow bicycle lanes to be added without widening the
roadway.
The original analysis of the Deer Creek Road project was prepared in September 2006 and
was based on data collected in March 2006. The updated analysis considers the traffic
conditions on Deer Creek Road based on data collected in August 2010.
Findings and Conclusions
Based on the analysis presented in this memorandum, the proposed three-lane configuration
would be:
· Adequate to carry the volume of traffic generated by the existing development at full-
occupancy in the vicinity of Deer Creek Road (including the reoccupancy of the
VMWare site at 3401 Hillview), and
· Adequate to carry the volume of traffic generated by the existing sites developed to
the existing maximum floor area ratios plus the additional 200,000 square feet of
development rights from the Mayfield Agreement if it is located in the vicinity of Deer
Creek.
2
The updated traffic volumes (2010) show that the Deer Creek Road volumes have increased
due to re-use of two buildings that front on to Deer Creek Road and expansion of a site on
Hillview Drive within the study area; however, the current traffic volumes are within the range
of future volumes originally estimated by Fehr & Peers in 2006.
Existing Conditions
Deer Creek Road extends between Page Mill Road (Santa Clara County facility) on the west
and Arastradero Road (City of Palo Alto facility) on the east. The roadway alignment lies in
Santa Clara County near Page Mill Road and in the City of Palo Alto near Arastradero Road.
Twenty-hour directional roadway traffic counts were collected at two locations on Deer Creek
Road over a three-day period from March 7th though March 9th (Tuesday – Thursday). The
counts were taken at each end of Deer Creek Road – just east of Page Mill Road and just
west of Arastradero Road. Table 1 summarizes the daily traffic volumes for each individual
day and 3-day averages for the two count locations. Detailed summaries of these traffic
counts are provided as an attachment to this document.
Table 1
Daily Roadway Traffic Volumes (Two-way) - 2006
Count Location March 7th March 8th March 9th Average
East of Page Mill Road 3,232 3,242 3,280 3,250
West of Arastradero Road 3,196 3,091 3,171 3,155
The average daily traffic at both ends of Deer Creek Road is approximately 3,200 vehicles
per day. The daily directional flow is evenly spilt (50/50) between eastbound and westbound
traffic at both ends of the roadway. However, the directional flow patterns near Page Mill
Road tended to be primarily eastbound in the morning and westbound in the afternoon. The
directional eastbound and westbound flows at Arastradero Road are more balanced
throughout the day.
Capacity of Three-lane Cross-sections
Based on a review of available literature and our experience on other Fehr & Peers’ projects,
a three-lane cross-section (two through lanes and a two-way left-turn lane) can carry 12,000
– 15,000 vehicles per day. In addition, there are some documented cases of three-lane
designs carrying daily traffic volumes as high as 18,000 – 25,000 vehicles per day. An article
prepared for Walkable Communities, Inc. in March 1999 entitled “Road Diets” contains data
on seventeen (17) case studies where roadways were converted from four-lanes to three-
lanes. In all but two cases, the traffic volumes on these roadways either remained the same
or increased.
3
Therefore, the existing level of traffic on Deer Creek Road is well below the capacity of a
three-lane roadway.
Existing Development - Trip Generation & Assignment
Before projecting the level of future traffic on Deer Creek Roadway, Fehr & Peers prepared
an analysis of the existing land use along or near the roadway. Table 2 summarizes the level
of development that fronts on Deer Creek Road or fronts on Arastradero Road between Deer
Creek Road and Hillview Avenue. Figure 1 shows the locations of the six sites. Table 2 also
presents an estimation of the trips that would be associated with the existing development
based on the City of Palo Alto’s guidelines for preparing traffic impact analyses in Stanford
Research Park (SRP).
Table 2
Existing Development and Estimated Trips - Single Tenant Occupant
Site
Size
(Sq. Ft.)
Parcel
(Acres) FAR
Daily
Trips
AM Peak Hour Trips PM Peak Hour Trips
In Out Total In Out Total
1 337,155 25.80 0.30 3,124* 432* 54* 486* 73* 394* 467*
2
92,750
7.18
0.30 1,073 148 19 167 25 135 160
3 81,750 6.19 0.30 0** 0** 0** 0** 0** 0** 0**
4
75,420
5.96
0.29 873 121 15 136 20 110 130
5 75,050 5.86 0.29 868 120 15 135 20 110 130
6
76,950
7.21
0.25 890 123 15 138 21 112 133
Total 739,445 58.2 0.29 6,828 944 118 1,062 159 861 1020
1 – Agilent site on Deer Creek (The buildings include 362,000 sq. ft. with exempt space.) 2 – SAP site on Deer Creek 3 – Site at Deer Creek/Arastradero accesses Deer Creek Road 4 – Site on Arastradero
5 – Site on Arastradero
6 – Site on Hillview/Arastradero with direct access to Hillview. * Trip generation reduced to 270,000 s.f. of development due to currently unused industrial space. ** Trip generation reduced to represent that the site was empty at the time of the traffic counts.
The trip generation presented above was assigned to Deer Creek Road based on the trip
distribution for office uses located in the Coyote Hill area of SRP that was used in the
Mayfield Agreement EIR. For sites located on Deer Creek, the distribution assigns
approximately 50 percent of the traffic to/from Page Mill Road and 50 percent of the traffic
to/from Arastradero Road (destined for points north and east of SRP). For the projects
located on Arastradero Road, approximately 30 percent of the trips were assigned to/from
Deer Creek Road. This is primarily traffic to/from I-280.
1 2
3 4 5 6
Deer Creek
A r a s t r a d e r o
H
i
l
l
v
i
e
w
Coyote Hill
Figure 1
Location of Sites in the Deer Creek Vicinity
4
Using the Mayfield Agreement EIR distribution of traffic, Deer Creek Road would be
assigned the following daily traffic volumes at each end of the roadway:
Single Tenant Occupant Trip Rate
· At Page Mill 2,890 vehicles per day
· At Arastradero 2,890 vehicles per day
The trip generation estimates using the Single Tenant Occupancy rates are just slightly less
than the existing counts at both Page Mill Road and Arastradero Road. This would indicate
that approximately 10 percent of the traffic on Deer Creek Road is through traffic originating
from or destined to other areas within SRP, Palo Alto or Los Altos Hills.
Previous driveway counts collected at various sites within SRP by Fehr & Peers had shown
that during the peak hours the existing sites generate trips at a lower rate than the peak hour
rates for the ITE Single Tenant Occupant rates. Therefore, a sensitivity analysis was
performed for two other office trip generations rates, General Office and Research &
Development. Using these alternative ITE rates, the existing development would generate
the following number of daily trips on Deer Creek Road:
General Office Trip Rate
· At Page Mill 2,750 vehicles per day
· At Arastradero 2,750 vehicles per day
Research & Development Trip Rate
· At Page Mill 2,025 vehicles per day
· At Arastradero 2,025 vehicles per day
Based on this sensitivity analysis, the Single Tenant Occupancy and General Office trip rates
produced the most reasonable results compared to the existing traffic volumes using Deer
Creek Road. Using these rates, through traffic represents 10 to 15 percent of peak hour
traffic. If the Research & Development rates are used through traffic would represent 36
percent of the daily traffic, which would be high for this remote area of SRP.
While this daily trip generation approach to estimating existing demand is relatively
unsophisticated in that it does not specifically account for longer distance trips made to other
commercial sites in SRP, uses along the Arastradero/Charleston corridor or to areas in Los
Altos Hills, it does provide a method for estimating the magnitude of additional trips
generated by future development or redevelopment of sites on or nearby Deer Creek Road.
Future Development – Trip Generation & Assignment
Table 3 summarizes the development potential in the area along or near Deer Creek Road.
This potential development/redevelopment considers:
· increasing the existing sites to their full occupancy (148,950 sq. ft.),
· increasing the existing sites to their full FAR (23,340 sq. ft.),
5
· reoccupancy of the VMWare site (430,000 sq. ft.), and
· adding the remaining 200,000 sq. ft. of office development rights from the Mayfield
Agreement along Deer Creek Road.
In total this would increase the office space along or near Deer Creek Road by approximately
370,386 square feet of new or reoccupied space plus the reoccupancy of the VMWare site (3401 Hillview).
Fehr & Peers preformed the same trip generation and assignments as described in the
existing development analysis for this future development plan to determine the range of
daily traffic volumes that might occur on Deer Creek Road. The results of these analyses are
presented below and comprehensive summary tables are attached to this memorandum.
Table 3
Future Development Along/Near Deer Creek Road
Site Existing / Occupied Space - Size (sq. ft.) Size (Acres) FAR Future Size (sq. ft.
Sites with Reoccupied Space
Agilent (1)* 270,000 25.80 0.30 337,154 Site @ Deer Creek &
Arsatradero (3)** 0 6.19 0.30 81,750
Sites with Added Space to 0.30 FAR
SAP (2) 92,750 7.18 0.30 93,828
On Arastradero (4) 75,420 5.96 0.30 77,885
On Arastradero (5) 75,050 5.86 0.30 76,578
On Arastradero (6) 76,950 7.21 0.30 94,220
Subtotal 590,170 761,415
Increase (Existing - Maximum) 171,245
VMWare Redevelopment (Hillview) 430,000
Mayfield Agreement TDR 200,000
All Sites 1,391,415
* – Site was not fully utilized at the time of the traffic counts. ** – Site was vacant when traffic counts were taken.
Single Tenant Occupant Trip Rate
· At Page Mill 6,480 vehicles per day
· At Arastradero 6,480 vehicles per day
6
General Office Trip Rate
· At Page Mill 6,165 vehicles per day
· At Arastradero 6,165 vehicles per day
Research & Development Trip Rate
· At Page Mill 4,540 vehicles per day
· At Arastradero 4,540 vehicles per day
The maximum daily traffic volumes on Deer Creek Road would occur near the middle of the
section between Page Mill Road and Arastradero. However, these mid-section volumes
would not equal the sum of the volumes listed above. Under the future conditions with some
new development along Deer Creek Road, there would be six or more driveways along Deer Creek Road that would add or subtract volume to/from the roadway. Therefore, the
maximum traffic volume near the middle of Deer Creek Road is estimated to be
approximately 70 to 80 percent of the total (two-way) traffic at the ends of the roadways.
These maximum volume estimates fall within the range of daily traffic volumes that can be
accommodated by a three-lane commercial collector street. Therefore, the conversion of
Deer Creek Road from the existing four-lane cross-section to a three-lane cross-section is a
feasible alternative to accommodate the needed bike lane improvements without
constraining future development in the Deer Creek vicinity.
Other Considerations
The following are some considerations associated with development along Deer Creek Road that could affect the vehicular demand on Deer Creek Road:
· Conversion of a roadway from four-lanes to three lanes typically improves
pedestrian safety by reducing the number of potential conflicts points when
crossing the roadway. There is also some evidence that four-lane to three-lane
conversions may reduce the vehicular accidents particularly when a two-way left-
turn lane is provided. The two-way left-turn lane provides an area where vehicles
can safely wait while making a turn into a driveway or side street avoiding
potential rear-end accidents.
· The trip generation analysis does not include any reduction for transportation
demand management (TDM) in SRP. Future development in SRP will consider
the use of park-wide TDM actions to reduce overall trip making by both existing
and new development in SRP.
7
Fehr & Peers conducted new average daily traffic counts for Deer Creek Road from
Tuesday, August 3rd through Sunday, August 8th, 2010. Table 4 shows the results of the new
counts and compares them to the original counts collected in March 2006.
!" " #
$ % & '
$( '( $( '(
!
!
) *
+ *
Table 4 shows that there has been an increase in weekday (Tuesday/Wednesday/Thursday)
traffic on Deer Creek Road between 2006 and 2010. Near Page Mill Road the increase has
been approximately 850 daily trips and near Arastradero the increase has been
approximately 620 daily trips. This represents an increase of 20% to 26% in traffic at the two
count locations; however, the total daily traffic volume remains very low, between 3,700 to
4,100 vehicles per day, as compared to the capacity of a four-lane roadway. A summary of
the 2010 Deer Creek Road traffic volumes are attached to this memorandum.
8
The primary reason for the increase in traffic on Deer Creek Road is due to the re-occupancy
of several buildings that were either unoccupied or partially occupied at the time the 2006
study was performed. In addition, the VMWare building located on Hillview Drive was under
construction at the time of the 2006 analysis. The four locations are:
· 3500 Deer Creek Road (Agilent Site 1 on Figure 1) – now occupied by Tesla Motors
· 3495 Deer Creek Road (Site 3 on Figure 1) – now occupied by VMWare
· 3401 Hillview Drive – VMWare headquarters building completed and occupied
In the 2006 analysis, Fehr & Peers assumed there could be an increase in development
(including re-occupancy of existing buildings) of 370,386 square feet along Deer Creek
Road. The analysis also included the 430,000 square feet of development at the VMWare
headquarters. The original analysis assumed that the future increase in traffic could be as
high as 3,500 additional daily trips on Deer Creek Road including some traffic from the
VMWare Headquarters traffic. Now that these three sites are being actively used the 850
additional daily trips represents about 25 percent of the total increase in traffic on Deer Creek
Road estimated in the original 2006 analysis. Therefore, the increase between 2006 and
2010 falls well within the range of future volume estimates made in the original analysis and
still supports the conversion of the roadway to a three-lane cross-section.
Attachments
Deer Creek Road – Count Summaries
Deer Creek Drive e/o Page Mill
Eastbound + Westbound Hourly Volumes
0
50
100
150
200
250
300
350
4000:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00Hour Beginning
Ve
h
i
c
l
e
s
p
e
r
H
o
u
r
Tue - March 7, 2006 Wed - March 8, 2006 Thu - March 9, 2006 Average
Deer Creek Drive e/o Page Mill Road
Westbound to Page Mill Road - Hourly Volumes
0
50
100
150
200
250
300
350
4000:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00Hour Beginning
Ve
h
i
c
l
e
s
p
e
r
H
o
u
r
Tue - March 7, 2006 Wed - March 8, 2006 Thu - March 9, 2006 Average
Deer Creek Drive e/o Page Mill
Eastbound to Arastradero - Hourly Volumes
0
50
100
150
200
250
300
350
4000:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00Hour Beginning
Ve
h
i
c
l
e
s
p
e
r
H
o
u
r
Tue - March 7, 2006 Wed - March 8, 2006 Thu - March 9, 2006 Average
Total Daily (Directional)
0
50
100
150
200
250
300
350
4000:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00Hour Beginning
Ve
h
i
c
l
e
s
p
e
r
H
o
u
r
Eastbound Westbound
Deer Creek e/o Page Mill
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
Date: Tuesday, March 07, 2006
Eastbound 4 0 0 0 3 27 66 179 259 257 117 88 71 77 78 79 55 87 85 53 25 18 11 7 1646 51%
Westbound 0 3 4 2 1 6 20 71 100 53 75 103 80 74 88 144 134 235 192 89 75 19 14 4 1586
Tue - March 7, 2006 4 3 4 2 4 33 86 250 359 310 192 191 151 151 166 223 189 322 277 142 100 37 25 11 3232
Date: Wednesday, March 08, 2006
Eastbound 2 0 1 1 5 23 66 220 283 244 102 94 70 77 76 81 56 76 57 44 27 12 20 8 1645 51%
Westbound 2 2 6 0 0 10 18 78 101 78 69 78 82 98 93 123 152 237 189 95 48 21 8 9 1597
Wed - March 8, 2006 4 2 7 1 5 33 84 298 384 322 171 172 152 175 169 204 208 313 246 139 75 33 28 17 3242
Date: Thursday, March 09, 2006
Eastbound 5 0 0 3 2 24 75 197 294 237 112 75 85 82 83 83 74 76 70 40 26 26 17 12 1698 52%
Westbound 3 1 4 2 0 5 20 66 86 63 47 102 99 75 85 130 165 224 206 91 60 26 14 8 1582
Thu - March 9, 2006 8 1 4 5 2 29 95 263 380 300 159 177 184 157 168 213 239 300 276 131 86 52 31 20 3280
3-day Average 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
Eastbound 4 0 0 1 3 25 69 199 279 246 110 86 75 79 79 81 62 80 71 46 26 19 16 9 1663 51%
Westbound 2 2 5 1 0 7 19 72 96 65 64 94 87 82 89 132 150 232 196 92 61 22 12 7 1588
Total 5 2 5 3 4 32 88 270 374 311 174 180 162 161 168 213 212 312 266 137 87 41 28 16 3251
Deer Creek Drive w/o Arastradero
Eastbound + Westbound Hourly Volumes
0
50
100
150
200
250
300
350
4000:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00Hour Beginning
Ve
h
i
c
l
e
s
p
e
r
H
o
u
r
Tue - March 7, 2006 Wed - March 8, 2006 Thu - March 9, 2006 Average
Deer Creek Drive w/o Arastradero
Westbound to Page Mill Road - Hourly Volumes
0
50
100
150
200
250
300
350
4000:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00Hour Beginning
Ve
h
i
c
l
e
s
p
e
r
H
o
u
r
Tue - March 7, 2006 Wed - March 8, 2006 Thu - March 9, 2006 Average
Deer Creek Drive w/o Arastradero
Eastbound to Arastradero - Hourly Volumes
0
50
100
150
200
250
300
350
4000:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00Hour Beginning
Ve
h
i
c
l
e
s
p
e
r
H
o
u
r
Tue - March 7, 2006 Wed - March 8, 2006 Thu - March 9, 2006 Average
Total Daily (Directional)
0
50
100
150
200
250
300
350
4000:001:002:003:004:005:006:007:008:009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00Hour Beginning
Ve
h
i
c
l
e
s
p
e
r
H
o
u
r
Eastbound Westbound
Deer Creek w/o Arastradero
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
Date: Tuesday, March 07, 2006
Eastbound 5 0 1 0 1 18 46 146 180 177 82 91 86 78 70 104 110 155 132 83 29 22 12 11 1639 51%
Westbound 1 1 1 2 1 14 27 131 184 124 90 67 94 117 76 99 104 147 124 59 63 13 11 7 1557
Tue - March 7, 2006 6 1 2 2 2 32 73 277 364 301 172 158 180 195 146 203 214 302 256 142 92 35 23 18 3196
Date: Wednesday, March 08, 2006
Eastbound 3 2 2 1 2 15 46 155 203 172 73 97 71 70 76 93 101 138 105 68 35 18 24 13 1583 51%
Westbound 2 2 2 1 1 13 25 124 174 134 88 68 80 107 86 90 112 157 114 57 36 21 6 8 1508
Wed - March 8, 2006 5 4 4 2 3 28 71 279 377 306 161 165 151 177 162 183 213 295 219 125 71 39 30 21 3091
Date: Thursday, March 09, 2006
Eastbound 7 1 2 1 3 15 55 152 206 167 79 89 73 80 83 98 117 136 119 71 37 35 20 12 1658 52%
Westbound 4 0 2 1 2 9 32 115 160 136 62 85 98 90 77 98 128 138 132 57 50 18 15 7 1516
Thu - March 9, 2006 11 1 4 2 5 24 87 267 366 303 141 174 171 170 160 196 245 274 251 128 87 53 35 19 3174
3-day Average 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
Eastbound 5 1 2 1 2 16 49 151 196 172 78 92 77 76 76 98 109 143 119 74 34 25 19 12 1627 52%
Westbound 2 1 2 1 1 12 28 123 173 131 80 73 91 105 80 96 115 147 123 58 50 17 11 7 1527
Total 7 2 3 2 3 28 77 274 369 303 158 166 167 181 156 194 224 290 242 132 83 42 29 19 3154
Trip Generation and Trip Assignment Tables
Deer Creek Road – Count Summaries 2010
!
" " " " " " " " "
" " " " " " " " "
" " " " " " " " "
! !! "
Count Date * Tuesday, August 03, 2010=2083, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 0 1 0 1 2 3 14 51 104 91 49 31 22 30 24 23 12 14 18 7 11 4 3 4
0:30 0 0 0 1 0 6 13 56 84 88 28 33 18 25 24 29 20 14 17 16 11 7 4 1
0:45 0 1 0 1 0 21 26 66 87 70 33 22 25 21 19 16 20 27 17 14 6 1 2 0
0:00 1 0 0 3 2 48 42 76 98 56 30 18 39 32 23 18 18 32 16 8 8 4 2 0
Hourly Totals 1 2 0 6 4 78 95 249 373 305 140 104 104 108 90 86 70 87 68 45 36 16 11 5 2083
Peak Summary AM Peak 0800 - 0900 (373), AM PHF=0.90 PM Peak 1230 - 1330 (119), PM PHF=0.76
Count Date * Wednesday, August 04, 2010=2007, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 1 0 2 0 1 1 20 68 60 109 42 20 28 34 21 23 15 23 19 15 9 6 4 4
0:30 0 1 0 0 0 8 17 58 66 92 25 29 20 36 30 29 18 17 12 19 12 6 4 4
0:45 0 0 0 2 1 21 31 43 51 77 33 15 21 22 33 20 17 18 22 14 7 6 3 3
0:00 1 0 1 4 1 42 46 53 58 82 29 20 32 24 26 18 9 21 15 14 9 3 8 3
Hourly Totals 2 1 3 6 3 72 114 222 235 360 129 84 101 116 110 90 59 79 68 62 37 21 19 14 2007
Peak Summary AM Peak 0900 - 1000 (360), AM PHF=0.83 PM Peak 1245 - 1345 (124), PM PHF=0.86
Count Date * Thursday, August 05, 2010=2060, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 2 0 0 0 2 2 9 55 98 91 37 15 19 31 26 24 20 10 12 5 5 4 7 3
0:30 3 0 0 0 0 7 13 51 89 94 44 28 34 35 25 27 22 18 6 4 1 5 4 2
0:45 0 1 0 1 1 26 40 63 90 81 28 33 24 19 31 20 21 20 10 5 5 0 3 1
0:00 0 0 0 5 3 42 38 83 79 76 20 23 38 30 19 20 19 24 8 3 5 5 4 4
Hourly Totals 5 1 0 6 6 77 100 252 356 342 129 99 115 115 101 91 82 72 36 17 16 14 18 10 2060
Peak Summary AM Peak 0745 - 0845 (360), AM PHF=0.92 PM Peak 1230 - 1330 (128), PM PHF=0.84
Count Date * Tuesday, August 03, 2010=2063, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 7 6 1 0 2 0 2 8 16 21 16 28 50 26 20 35 53 87 82 40 22 13 4 3
0:30 2 4 1 0 2 3 2 11 21 20 17 25 33 27 22 28 67 65 70 34 20 5 4 4
0:45 6 4 2 1 0 2 6 11 23 25 13 37 28 16 45 56 58 81 49 33 13 8 4 2
0:00 7 3 1 1 2 3 8 15 21 16 22 31 22 19 40 38 68 78 56 28 16 9 1 6
Hourly Totals 22 17 5 2 6 8 18 45 81 82 68 121 133 88 127 157 246 311 257 135 71 35 13 15 2063
Peak Summary AM Peak 1130 - 1230 (151), AM PHF=0.76 PM Peak 1700 - 1800 (311), PM PHF=0.89
Count Date * Wednesday, August 04, 2010=2035, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 13 6 0 1 0 1 3 7 19 22 21 19 36 18 23 34 43 80 72 31 10 9 4 1
0:30 5 2 0 1 2 1 3 7 21 23 11 22 36 25 37 34 52 75 61 46 13 9 6 2
0:45 4 1 0 1 1 1 8 22 20 18 16 29 38 26 37 57 79 70 59 26 17 8 4 2
0:00 10 1 3 1 1 5 9 9 23 25 20 29 24 30 46 43 73 73 44 23 14 12 4 2
Hourly Totals 32 10 3 4 4 8 23 45 83 88 68 99 134 99 143 168 247 298 236 126 54 38 18 7 2035
Peak Summary AM Peak 1145 - 1245 (139), AM PHF=0.91 PM Peak 1630 - 1730 (307), PM PHF=0.96
Count Date * Thursday, August 05, 2010=2043, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 3 5 1 0 4 2 1 8 12 25 20 16 37 22 28 29 55 95 76 37 17 12 6 1
0:30 2 3 1 2 1 4 1 3 13 17 11 26 24 27 16 34 57 85 66 30 6 6 5 2
0:45 7 2 3 0 0 2 7 7 14 12 14 57 42 35 67 49 86 76 64 35 14 5 1 4
0:00 4 4 2 0 0 2 10 14 29 16 12 43 23 20 27 35 63 70 55 27 14 5 8 3
Hourly Totals 16 14 7 2 5 10 19 32 68 70 57 142 126 104 138 147 261 326 261 129 51 28 20 10 2043
Peak Summary AM Peak 1115 - 1215 (163), AM PHF=0.71 PM Peak 1630 - 1730 (329), PM PHF=0.87
Deer Creek e/o Page Mill
Eastbound
Deer Creek e/o Page Mill
Westbound
Count Date * Tuesday, August 03, 2010=1817, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 0 1 0 0 2 3 7 18 44 41 33 21 41 28 25 18 30 43 35 15 17 4 5 6
0:30 1 3 2 2 0 0 7 31 38 41 25 33 27 26 21 24 30 65 40 24 13 6 5 1
0:45 1 1 0 0 3 2 11 30 41 38 26 35 31 22 24 29 36 41 42 21 6 4 2 1
0:00 6 0 0 0 0 10 16 44 54 38 26 23 27 27 20 26 27 58 28 15 13 7 3 0
Hourly Totals 8 5 2 2 5 15 41 123 177 158 110 112 126 103 90 97 123 207 145 75 49 21 15 8 1817
Peak Summary AM Peak 0800 - 0900 (177), AM PHF=0.82 PM Peak 1700 - 1800 (207), PM PHF=0.80
Count Date * Wednesday, August 04, 2010=1873, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 2 4 3 0 0 1 7 14 24 45 33 30 42 29 31 27 41 60 51 22 9 6 4 7
0:30 4 1 5 1 1 3 9 24 26 51 27 35 36 29 21 30 39 41 37 34 14 7 5 2
0:45 1 1 0 1 2 2 11 24 24 41 22 30 27 24 31 32 44 46 38 22 11 7 2 6
0:00 2 0 2 0 1 9 16 18 24 57 38 37 31 16 27 35 26 37 26 20 10 4 10 4
Hourly Totals 9 6 10 2 4 15 43 80 98 194 120 132 136 98 110 124 150 184 152 98 44 24 21 19 1873
Peak Summary AM Peak 0900 - 1000 (194), AM PHF=0.85 PM Peak 1700 - 1800 (184), PM PHF=0.77
Count Date * Thursday, August 05, 2010=1819, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 2 2 3 0 1 1 4 28 37 44 33 14 41 23 25 30 34 56 39 17 9 10 9 8
0:30 6 0 2 0 0 2 5 23 39 48 34 36 36 19 24 24 39 50 29 7 6 6 3 1
0:45 5 2 3 1 4 5 16 21 42 42 25 39 26 17 26 28 35 61 23 15 9 0 2 5
0:00 1 0 1 0 1 9 12 35 39 44 16 38 44 22 16 33 44 44 23 17 7 6 4 2
Hourly Totals 14 4 9 1 6 17 37 107 157 178 108 127 147 81 91 115 152 211 114 56 31 22 18 16 1819
Peak Summary AM Peak 0900 - 1000 (178), AM PHF=0.93 PM Peak 1645 - 1745 (211), PM PHF=0.86
Count Date * Tuesday, August 03, 2010=1886, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 1 0 0 1 2 1 4 13 33 52 28 32 34 40 19 23 39 51 45 19 10 11 4 3
0:30 1 3 0 1 3 5 6 20 62 46 20 21 36 32 29 17 45 41 36 16 11 3 4 4
0:45 2 3 0 1 0 4 9 29 65 49 21 32 33 41 25 26 40 45 24 13 6 6 4 1
0:00 0 1 1 1 1 13 18 40 54 40 21 18 43 25 25 27 47 42 26 11 14 7 1 4
Hourly Totals 4 7 1 4 6 23 37 102 214 187 90 103 146 138 98 93 171 179 131 59 41 27 13 12 1886
Peak Summary AM Peak 0815 - 0915 (233), AM PHF=0.90 PM Peak 1645 - 1745 (184), PM PHF=0.90
Count Date * Wednesday, August 04, 2010=1971, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 2 2 0 0 1 1 6 14 52 65 36 28 30 52 23 20 38 40 41 16 5 6 3 0
0:30 1 2 1 2 2 2 8 25 54 78 27 23 33 37 28 29 31 62 24 20 4 6 6 1
0:45 1 2 1 1 0 6 11 34 60 52 29 20 42 32 24 28 41 26 25 12 12 10 3 5
0:00 3 2 1 0 2 12 15 34 69 39 21 28 43 32 25 37 35 48 28 13 4 10 6 0
Hourly Totals 7 8 3 3 5 21 40 107 235 234 113 99 148 153 100 114 145 176 118 61 25 32 18 6 1971
Peak Summary AM Peak 0830 - 0930 (272), AM PHF=0.87 PM Peak 1630 - 1730 (178), PM PHF=0.72
Count Date * Thursday, August 05, 2010=1953, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 1 1 2 0 1 4 4 20 52 70 24 22 28 39 34 22 40 53 32 24 10 11 5 0
0:30 3 0 1 1 1 3 9 17 42 62 32 25 29 37 27 28 34 51 39 18 5 2 1 2
0:45 3 3 2 0 0 6 13 34 49 46 26 30 41 38 31 28 46 46 32 14 6 5 1 4
0:00 1 2 1 2 3 13 19 30 66 41 26 29 30 26 28 24 35 39 25 16 12 6 3 4
Hourly Totals 8 6 6 3 5 26 45 101 209 219 108 106 128 140 120 102 155 189 128 72 33 24 10 10 1953
Peak Summary AM Peak 0830 - 0930 (247), AM PHF=0.88 PM Peak 1700 - 1800 (189), PM PHF=0.89
Deer Creek w/o Arastradero
Eastbound
Deer Creek w/o Arastradero
Westbound
Count Date * Tuesday, August 03, 2010=1175, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 1 0 0 0 5 1 14 35 42 62 48 20 12 13 13 4 4 4 6 4 2 0 3 1
0:30 0 0 0 0 2 4 9 40 48 59 45 24 12 12 8 7 3 7 6 2 5 1 6 1
0:45 1 1 2 0 1 10 19 39 56 57 29 14 9 11 5 7 3 3 5 3 0 0 2 0
0:00 0 0 0 0 1 28 32 43 44 65 34 7 10 10 6 4 4 9 4 0 0 0 1 1
Hourly Totals 2 1 2 0 9 43 74 157 190 243 156 65 43 46 32 22 14 23 21 9 7 1 12 3 1175
Peak Summary AM Peak 0900 - 1000 (243), AM PHF=0.93 PM Peak 1245 - 1345 (46), PM PHF=0.88
Count Date * Wednesday, August 04, 2010=1106, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 0 0 0 0 0 2 13 35 24 54 61 41 7 12 17 8 5 7 2 4 1 1 3 4
0:30 0 1 0 0 1 2 9 38 18 65 50 15 2 11 2 4 7 5 3 2 0 4 6 0
0:45 0 1 0 1 0 6 15 42 31 67 41 20 10 10 6 5 6 11 6 1 3 3 4 0
0:00 0 2 0 1 3 27 23 28 34 60 22 18 5 14 6 9 3 5 3 1 1 2 3 1
Hourly Totals 0 4 0 2 4 37 60 143 107 246 174 94 24 47 31 26 21 28 14 8 5 10 16 5 1106
Peak Summary AM Peak 0915 - 1015 (253), AM PHF=0.94 PM Peak 1315 - 1415 (52), PM PHF=0.76
Count Date * Thursday, August 05, 2010=1357, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 0 0 0 0 1 1 13 26 57 72 50 22 14 19 17 6 11 6 6 15 25 0 1 2
0:30 0 0 0 0 1 5 12 35 46 62 48 16 6 13 7 7 4 3 6 23 8 2 3 0
0:45 0 0 0 0 0 6 15 40 47 65 33 16 16 8 13 12 4 9 12 18 7 2 1 0
0:00 0 0 0 0 2 29 30 43 52 56 34 9 14 15 10 23 5 7 11 15 2 1 3 1
Hourly Totals 0 0 0 0 4 41 70 144 202 255 165 63 50 55 47 48 24 25 35 71 42 5 8 3 1357
Peak Summary AM Peak 0900 - 1000 (255), AM PHF=0.89 PM Peak 1915 - 2015 (81), PM PHF=0.81
Count Date * Tuesday, August 03, 2010=560, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 2 0 0 0 0 0 0 3 2 0 1 2 9 4 5 10 12 24 17 25 10 2 1 0
0:30 1 0 0 0 4 0 5 0 2 1 1 9 7 2 8 8 15 23 18 32 14 6 3 2
0:45 1 2 2 0 0 0 5 1 2 2 4 11 6 4 13 13 14 15 16 10 7 1 3 1
0:00 1 0 1 0 0 1 1 0 1 0 4 4 7 10 8 9 20 14 22 13 10 2 6 3
Hourly Totals 5 2 3 0 4 1 11 4 7 3 10 26 29 20 34 40 61 76 73 80 41 11 13 6 560
Peak Summary AM Peak 1115 - 1215 (33), AM PHF=0.75 PM Peak 1830 - 1930 (95), PM PHF=0.74
Count Date * Wednesday, August 04, 2010=562, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 1 0 0 0 0 0 0 0 3 2 4 3 6 6 10 14 9 17 24 6 10 7 1 2
0:30 1 0 2 0 0 0 6 2 1 3 2 3 4 11 10 10 10 30 18 14 4 13 4 1
0:45 0 2 2 0 0 0 0 1 1 2 0 8 10 12 10 8 19 22 18 15 4 7 3 1
0:00 1 0 0 0 0 0 2 0 0 1 2 11 8 7 4 16 23 18 14 9 6 6 11 4
Hourly Totals 3 2 4 0 0 0 8 3 5 8 8 25 28 36 34 48 61 87 74 44 24 33 19 8 562
Peak Summary AM Peak 1145 - 1245 (31), AM PHF=0.70 PM Peak 1715 - 1815 (94), PM PHF=0.78
Count Date * Thursday, August 05, 2010=590, 15 minute drops
Hour Beginning 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Daily
0:15 3 2 0 1 0 0 1 1 2 5 3 3 5 6 13 11 15 24 23 12 9 2 0 5
0:30 2 0 2 0 0 0 4 0 1 2 4 6 6 4 12 11 15 34 19 14 11 3 3 3
0:45 0 2 1 1 0 0 2 1 2 6 2 4 8 6 17 13 18 21 18 20 5 3 2 2
0:00 0 0 0 0 0 0 1 5 1 2 6 7 8 9 6 16 16 19 15 11 6 0 6 0
Hourly Totals 5 4 3 2 0 0 8 7 6 15 15 20 27 25 48 51 64 98 75 57 31 8 11 10 590
Peak Summary AM Peak 1145 - 1245 (26), AM PHF=0.81 PM Peak 1700 - 1800 (98), PM PHF=0.72
Coyote Hill Road e/o Page Mill
Eastbound
Coyote Hill Road e/o Page Mill
Westbound