6. Existing Transportation Conditions and Needs Assessment

Benicia Industrial Park  Transportation and  Employment Center Plan      Existing Transportation Conditions and Needs  Assessment            By 

 

1970 Broadway, Suite 740  Oakland, CA 94612  (510) 763‐2061

 

August 10, 2015  

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Document Description   

 

Client 

Solano Transportation Authority and City of Benicia   

Project / Proposal Name 

Benicia Industrial Park Transportation and Employment Center Plan   

Related Task / WBS Number 

Benicia Industrial Park Transportation and Employment Center Plan 

Document Name 

Existing Transportation Conditions and Needs Assessment    

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August 10, 2015 

 

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Table of Contents  1 

INTRODUCTION ............................................................................................................................. 1  1.1  1.2  1.3 

2 

PROJECT BACKGROUND ................................................................................................................. 1  STUDY AREA .................................................................................................................................... 1  TRANSPORTATION AND CIRCULATION POLICIES ........................................................................... 3 

EXISTING CONDITIONS .................................................................................................................. 5  2.1  ROADWAY DESIGN ......................................................................................................................... 5  2.1.1  Existing Roadway Network ...................................................................................................... 5  2.1.2  Key Design Issues .................................................................................................................... 7  2.1.3  Drainage/Flooding Issues ........................................................................................................ 9  2.2  ROADWAY/PAVEMENT CONDITION ............................................................................................. 11  2.3  TRAFFIC OPERATIONS ................................................................................................................... 12  2.3.1  Existing Traffic Volumes ........................................................................................................ 12  2.3.1  Intersection Operations Analysis Methodology .................................................................... 18  2.3.2  Existing Intersection Operations ........................................................................................... 19  2.4  TRAFFIC SAFETY ............................................................................................................................ 20  2.5  TRANSIT ........................................................................................................................................ 21  2.6  BICYCLE AND PEDESTRIAN FACILITIES .......................................................................................... 23 

3 

NEEDS SUMMARY ....................................................................................................................... 28 

Appendices  APPENDIX A  TRAFFIC COUNT DATA 

List of Figures  FIGURE 1: MAP OF BENICIA’S INDUSTRIAL PARK AND TRANSPORTATION AND EMPLOYMENT CENTER PLANNING  AREA ...................................................................................................................................................................... 2  FIGURE 2: ROW WIDTH OF MAJOR FACILITIES IN THE TEC AREA .................................................................................. 7  FIGURE 3: HUNDRED YEAR FLOOD ZONE .................................................................................................................... 10  FIGURE 4: STUDY INTERSECTION TURNING MOVEMENTS .......................................................................................... 14  FIGURE 5: STUDY INTERSECTION GEOMETRY .............................................................................................................. 16  FIGURE 6: COLLISION DATA BETWEEN 2008 AND 2012 .............................................................................................. 21  FIGURE 7: FAST ROUTE #40 TRANSIT STOPS ............................................................................................................... 22  FIGURE 8: PROPOSED BENICIA INDUSTRIAL BUS HUB IMPROVEMENTS ..................................................................... 23  FIGURE 9: TEC AREA EXISTING AND PLANNED BICYCLE FACILITIES ............................................................................. 25  FIGURE 10: ROADWAY TYPOLOGY AND ROW WIDTH ................................................................................................. 27  FIGURE 11: BENICIA INDUSTRIAL PARK NEEDS AND DEFICIENCIES ............................................................................. 31 

List of Tables  TABLE 1: STUDY AREA STREET PAVEMENT CONDITION INDEX ................................................................................... 11  TABLE 2: STUDY AREA DAILY MODE SPLIT ................................................................................................................... 13  TABLE 3: LOS THRESHOLDS AND DEFINITIONS ............................................................................................................ 18  TABLE 4: STUDY INTERSECTION LEVEL OF SERVICE ..................................................................................................... 19  TABLE 5: AM AND PM PEAK HOUR BICYCLE AND PEDESTRIAN INTERSECTION COUNTS ............................................ 24  TABLE 6: ROADWAY TYPOLOGY IN THE PLAN AREA .................................................................................................... 26 

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Employment Center Plan 

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Experts Connecting Communities 

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INTRODUCTION 

This document is part of the Priority Development Area (PDA) planning effort for the Industrial Park in the  City of Benicia. Under the sponsorship of the Solano Transportation Authority (STA), the City of Benicia has  initiated the Industrial Park Transportation and Employment Center (TEC) Plan, with the goals of fostering  employment growth and creating a strong “gateway” to the city.  As the first step in the preparation of the draft TEC Plan, the Existing Transportation Conditions and Needs  Assessment presents the existing circulation system in the Industrial Park, describes the traffic conditions  at  the  critical  locations  and  facilities,  lists  existing  needs  and  deficiencies,  and  identifies  areas  of  improvement for the draft TEC Plan.  The next steps that will follow the Existing Transportation Conditions and Needs Assessment in order to  develop the draft TEC Plan include:  

the identification of transportation demand management strategies, should a reduction of trips to and  from the Industrial Park be warranted;  



the development of a station plan for a future intermodal station;  



the identification of future transportation needs based on projected development; and 



the identification of potential roadway and circulation improvements to address those needs. 

1.1

Project Background 

In  2012,  the  Metropolitan  Transportation  Commission  (MTC)  released  guidelines  for  the  One  Bay  Area  Grant (OBAG) program for the allocation of the region’s federal Surface Transportation Program (STP) and  Congestion  Mitigation  and  Air  Quality  (CMAQ)  funds.  For  the  STA,  OBAG  funding  was  estimated  to  be  $18.8  M  over  4  years.  In  March  2013  the  STA  Board  approved  a  portion  of  those  funds  to  support  PDA  planning  efforts  in  the  cities  of  Benicia,  Dixon  and  Rio  Vista.  The  purpose  of  these  planning  funds  is  to  intensify land uses around public transit hubs and bus and rail corridors, and encourage alternative modes  of access to and within these Priority Development Areas. 

1.2

Study Area 

Benicia’s  Industrial  Park  is  situated  on  the  east  side  of  Benicia  and  is  roughly  bounded  by  Lake  Herman  Road  and  Interstate  I‐680  to  the  north,  the  Amtrak  rail  tracks  to  the  east,  Interstate  I‐680  and  Sulphur  Springs  Creek  to  the  south  and  West  Channel  Road  to  the  west.  Figure  1  shows  the  map  of  the  Benicia  Industrial Park study area with the actual boundaries.  The  Industrial  Park  is  a  significant  employment  center  for  Solano  County.  In  2012,  the  city  of  Benicia’s  Business  Development  Action  Plan  showed  it  was  home  to  over  450  businesses  employing  more  than  6,500 workers. It serves as the economic engine for Benicia, contributing approximately two‐thirds of the  city’s  sales  tax  revenue.  The  925‐acre  Industrial  Park  is  ideally  situated  due  to  its  location  along  I‐680,  adjacency to the Capitol Corridor Amtrak line, and its accessibility to Interstate I‐780. The Amtrak line also  runs directly through the study area.   The existing employment opportunities and rail infrastructure create the foundation to support additional  transit facilities. Creating a commuter intermodal station to allow a stop in Benicia for Amtrak service to  connect with local and regional bus services provided by SolTrans and FAST (Fairfield and Suisun Transit) 

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could  help  to  create  a  regional  destination  for  new  industries  and  green  collar  jobs,  accompanied  by  a,  retail  businesses  and  improved  pedestrian  access  to  serve  the  employment  center.  Benicia’s  Industrial  Park will also complement the downtown PDA by focusing on employment opportunities and serving as an  alternative entryway to Benicia’s waterfront and downtown tourism attractions.   Figure 1: Map of Benicia’s Industrial Park and Transportation and Employment Center Planning Area  

                                                              Source: DKS Associates, 2015 

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1.3

Transportation and Circulation Policies 

The City’s General Plan (adopted in 1999) includes a set of goals, policies and programs associated with  circulation in the City of Benicia. This section presents for reference all the transportation and circulation  policies listed in the General Plan, which are directly relevant to the Industrial Park TEC planning effort.   

Circulation Policy 2.14.1: Give priority to pedestrian safety, access and transit over automobile speed  and volume. 



Circulation  Policy  2.14.2:  Discourage  street  widening  and  the  removal  of  on‐street  parking  to  ease  traffic flow. 



Circulation  Policy  2.15.1:  Make  pedestrian  and  bicycle  circulation,  and  safety  improvements  a  high  priority for transportation funding, utilizing locally generated revenues and State and federal grants. 



Circulation  Policy  2.16.1:  Provide  for  adequate  public  access  in  all  forms  (walks,  buildings,  transportation) in conformance with the Americans for Disabilities Act (ADA). 



Circulation Policy 2.16.2: Encourage private entities to maintain places of business that are physically  accessible to all. 



Circulation Policy 2.17.1: Continue to provide transit service to all—and subsidized paratransit service  to  all  qualified—potential  users,  including  youth,  the  elderly  and  the  disabled,  modifying  routes  and  schedules as demand changes. 



Circulation Policy 2.17.3: Coordinate transit service and trip reduction efforts with other agencies. 



Circulation Policy 2.18.1: Work with BART [Bay Area Rapid Transit], Caltrans, BCDC [Bay Conservation  and  Development  Commission],  the  Solano  Transportation  Authority,  and  MTC  in  planning  a  rail  station near the Benicia‐Martinez Bridge. 



Circulation Policy 2.20.1: Maintain at least Level of Service (LOS) D1 on all city roads, street segments  and intersections. 



Circulation Policy 2.20.2: Seek alternatives to road widenings. 



Circulation Policy 2.20.3: Maintain Lake Herman Road as a rural, two‐lane, curving scenic route. 



Circulation Policy 2.21.1: Provide and promote a range of travel alternatives to the use of the private  automobile. 



Circulation Policy 2.23.1: Provide adequate on‐street and off‐street parking. 



Circulation Policy 2.23.2: Reduce the visibility of parking lots. 



Circulation Policy 2.24.1: Continue to ensure public access to private roads in the industrial and Port  areas. 



Circulation Policy 2.26.1: Promote the use of freeway right‐of‐way for alternative commute methods  (e.g., car pool lanes, transit, and off‐road bike paths). 

                                                            

1

Level of Service (LOS) is a qualitative description of an intersection performance based on the average delay per  vehicle experienced during peak travel hours. LOS can range from “A” representing free‐flow conditions to “F”  representing congested conditions with long delays. 

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

Circulation Policy 2.26.3: Support Caltrans’ Benicia–Martinez Bridge project, advocating the following:  (1)  continued  toll  collection  in  the  northbound  direction  with  the  toll  plaza  located  at  the  southern  end of the bridge; (2) elimination of existing lane merge problems at the I‐680/I‐780 interchange; (3)  retaining  direct access to  existing interchanges at  East 2nd and  East 5th Streets, (4) accommodating  rail transit on the bridge in the future, and (5) only widen I‐680 upon evaluation of alternatives. 



Circulation  Policy  2.27.1:  Monitor  Caltrans’  planning  process  for  I‐680  and  I‐780  improvements  and  communicate the City’s concerns and priorities to Caltrans. 



Circulation  Policy  2.27.2:  Ensure  the  continuation  of  the  following  City  policies  in  discussions  with  Caltrans about changes to I‐680 and I‐780: 



o

Preserve the Lake Herman interchange vista look‐out and rest area. 

o

Relocate the Industrial interchange northbound off‐ramp and southbound on‐ramp from the  south end of the Sulphur Creek overcrossing at Bayshore Road to the north end at Industrial  Way. 

o

Use  the  existing  toll  building  at  the  existing  Benicia‐Martinez  Bridge  for  a  passenger  train  station for the UP rail line. Provide adequate access to and automobile parking at the station.  Provide for the station to accommodate a light rail passenger line on the new bridge. 

o

Preserve direct access to and from I‐780 at East Second and East Fifth Streets. 

o

Preserve  the  existing  westbound  exit  from  I‐780  at  Columbus  Parkway  and  ensure  that  existing commercial buildings are not removed. 

o

Keep I‐780 four lanes. Support spot widenings at selected locations (e.g., the approach to the  Benicia‐Martinez  Bridge  on/off  merge  lanes)  to  address  future  capacity  problems,  while  still  maintaining a four‐lane mainline freeway. 

o

Only support the widening of I‐680 to six lanes upon evaluation of alternatives. 

o

Do  not  permit  sound  walls  or  retaining  walls  along  I‐780.  Permit  sound  walls  and  retaining  walls that the community believes would provide benefits that outweigh drawbacks. 

Circulation  Policy  2.27.3:  Ensure  that  the  Benicia  residential  and  business  community  is  informed  about Caltrans’ project planning activities, and solicit public input on Caltrans projects. 

   

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EXISTING CONDITIONS 

This chapter describes the current transportation network and the existing operating conditions in the TEC  area. The primary areas covered in the review of the TEC area are the geometric design of roadways and  intersections,  pavement  maintenance,  and  traffic  operations  especially  with  respect  to  large  trucks  and  traffic safety. 

2.1

Roadway Design 

This section presents the main facilities in the TEC area and illustrates existing needs and deficiencies with  respect to the current geometric design. 

2.1.1

Existing Roadway Network 

The main facilities that serve the TEC area are described below. The regional roadway network consists  of the following facilities:  

Interstate  I‐680  (I‐680)  is  a  north‐south,  four‐lane  freeway  facility  on  the  eastern  edge  of  Benicia,  providing  access  to  Interstate  80  and  Sacramento  to  the  north  and  Walnut  Creek  and  the  San  Francisco  East Bay to the  south. Annual average daily traffic on I‐680 south of Lake Herman Road is  62,000 vehicles according to the Caltrans 2013 Volume Book. 



Interstate I‐780 (I‐780) is an east‐west four‐lane freeway facility connecting I‐680 in Benicia to I‐80 in  Vallejo. Annual average daily traffic on I‐780 west of East 2nd Street is 57,000 vehicles according to the  Caltrans 2013 Volume Book. 

The main local and arterial streets serving the Industrial Park are the following:  

East  2nd  Street  is  an  arterial  roadway  that  extends  north  and  east  from  downtown  Benicia  to  Lake  Herman  Road  and  traverses  throughout  the  study  area.  Along  the  segment  between  Lake  Herman  Road and Industrial Way, the roadway has two travel lanes and a center turn lane with a posted speed  limit of 45 miles per hour (mph).   The right‐of‐way (ROW) width varies from approximately 40 to 120  feet  (between  Old  lake  Herman  Road  and  Industrial  way  the  ROW  width  to  accommodate  left‐only  and  right‐only  turn  lanes)  with  limited  to  no  shoulders.  There  are  no  sidewalks  or  bicycle  lanes  but  streetlights are present. Posted “no parking” signs prohibit parking on either side of the roadway.  Between  Industrial  Way  and  I‐780,  East  2nd  Street  widens  to  a  four‐lane  facility  with  median/turn  lanes,  bicycle  lanes,  and  streetlights.  The  ROW  is  approximately  110  feet  wide  for  sections  with  a  median.  Sidewalks  are  found  between  East  Tennys  Drive  and  I‐780.      Posted  “no  parking”  signs  prohibit parking on either side of the roadway. 



Lake Herman Road is a two‐lane, east‐west roadway that runs west from I‐680, forming the northern  boundary of the Industrial Park study area. Lake Herman Road has a posted speed limit of 45 mph. Its  ROW varies from 50 to 65 feet wide east of I‐680 and it expands to about 150 feet wide west of I‐680.  There  are  no  marked  bicycle  lanes  or  sidewalks.    There  are  no  streetlights  on  the  roadway  with  the  exception of one streetlight at the driveway of a church. Posted “no parking” signs prohibit parking on  either side of the roadway. 



Old  Lake  Herman  Road  (or  Reservoir  Road)  is  a  two‐lane,  north‐south  roadway  that  runs  in  the  western portion of the study area and connects East 2nd Street to Lake Herman Road. The ROW width  of  the  roadway  is  about  60  feet.  Reservoir  Road  is  a  narrow  roadway  with  no  shoulders,  marked 

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bicycle lanes or sidewalks, but does have lighting. The limited roadway width does not allow for on‐ street parking. The posted speed limit varies from 30 mph to 25 mph near step curves.  

Industrial Way is a two‐lane arterial roadway that connects I‐680 to East 2nd Street to the west and I‐ 680  and  Lake  Herman  Road  to  the  northeast.  Currently  the  roadway  does  not  connect  to  West  Channel Road, which terminates a short distance north of East 2nd Street. Between Oregon Street and  Noyes Court, Industrial Way is a three‐lane street, with two lanes in the southbound direction and one  lane in the northbound direction. The posted speed limit on Industrial Way is 40 mph. The ROW width  varies from about 44 to 75 feet west of I‐680 and it is about 64 feet east of I‐680.  There are no bicycle  lanes and, with the exception of a short segment between Noyes Court and Park Road, no sidewalks.   There  are  streetlights  along  the  entire  length  of  the  roadway.  The  roadway  width  between  East  2nd  Street and Bayshore Road is not sufficient to accommodate on‐street parking. Between Bayshore Road  and  Park  Road  there  are  posted  “no  parking”  signs.  Between  Mallard  Drive  and  Lake  Herman  Road  posted  signs  prohibit  parking  between  2:00  AM  and  6:00  AM,  but  it  is  permitted  during  all  other  hours. Exception is a short segment of about 1,000 feet upstream of Lake Herman Road where signs  prohibit parking at any time 



Park Road is a two‐lane, north‐south arterial roadway that runs parallel to I‐680 to the west, veering  northwest before intersecting with East 2nd Street. Park Road serves as the connection between the  interchange  ramps  at  Industrial  Way  and  Bayshore  Road  and  the  rest  of  the  Industrial  Park  and  extends south to Grant Street in the Lower Arsenal. South of Industrial Way, Park Road is posted at 35  mph and has a center left‐turn lane The ROW is about 40 feet wide and there are streetlights, but no  sidewalks or bicycle lanes. North of Industrial Way, Park Road is posted at 40 mph, and signs indicate  that parking is prohibited between the hours of 7:00 PM and 6:00 AM eliminating overnight parking.  However, the shoulders are typically not wide enough to accommodate on‐street parking.  The ROW  on this segment is approximately 60 feet wide with streetlights along some sections but no sidewalks  or bicycle lanes. 



Bayshore Road in the vicinity of I‐680 is a two‐lane arterial roadway with a posted speed limit of 35  mph.  It  connects  the  Valero  refinery  with  the  waterfront  and  the  port.  Posted  “no  parking”  signs  prohibit  parking  on  either  side  of  the  roadway.    The  ROW  varies  from  35  to  44  feet  wide  with  no  sidewalks or bicycle lanes.  Street lighting does not extend to the southernmost section of the road. 

Figure 2 below shows the ROW width at the major facilities of the TEC.                     

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Figure 2: ROW width of major facilities in the TEC area 

  Source: City of Benicia Assessor’s Parcel Maps, 2015 

 

2.1.2

Key Design Issues 

Due to the high truck volumes in the Industrial Park, good truck circulation and ramp access are of major  importance.  The  current  geometric  design  of  some  roadways  and  intersections  is  inadequate  for  accommodating long trucks, thus creating safety concerns at some intersections and near freeway ramps.  A  preliminary  analysis  was  conducted  at  several  key  locations  with  potential  deficiencies  within  the  Industrial  Park.  DKS  assessed  the  stopping  sight  distance  according  to  the  Caltrans  Highway  Design  Manual,  intersection  spacing  was  assessed  using  the  City  of  Benicia  Engineering  Design  Standards  and 

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Standard  Plans  and  turn  radius  on  freeway  ramp  intersections  was  also  evaluated  using  the  California  “STAA” Truck Tractor. Based on our analysis, the locations listed below were identified as deficient:  

The  intersection  at  Lake  Herman  Road  &  Gateway  Plaza  Drive  is  located  at  a  distance  from  the  adjacent  intersection  of  Lake  Herman  Road  &  I‐680  NB  ramps  that  is  below  the  City’s  spacing  requirement2. 



The  intersection  at  Industrial  Way  &  SB  I‐680  off‐ramp  is  located  at  a  distance  from  the  adjacent  intersection of Industrial Way & Park Road that is below the City’s spacing requirement. In addition,  the I‐680 overpass structure to the east of the intersection does not allow for adequate stopping sight  distance3  for  westbound  vehicles.  Also,  the  left‐turn  design  radius  is  not  adequate  for  a  STAA  truck  coming from the freeway and turning left on Industrial Way and thus the truck would be encroaching  past the pavement edge. 



The  intersection  at  Industrial  Way  &  NB  I‐680  on‐ramp  does  not  have  adequate  right‐turn  design  radius for a STAA truck and thus the truck would be encroaching past the pavement edge. 



The  intersection  at  Bayshore  Road  &  NB  I‐680  off‐ramp  does  not  allow  for  adequate  stopping  sight  distance2 for westbound vehicles. Also, the right‐turn design radius is not adequate for a STAA truck  coming  from  the  freeway  and  turning  right  on  Bayshore  Road  and  thus  the  truck  would  be  encroaching past the pavement edge. 



The  intersection  at  West  Channel  Road  &  East  Channel  Road  does  not  allow  for  adequate  stopping  sight distance2 for eastbound vehicles. 

 A  field  visit  conducted  by  DKS  staff  identified  several  additional  design  deficiencies  in  the  project  area  besides  the  ones  mentioned  above.  .  The  majority  of  the  roadways  suffer  from  lack  of  shoulders  and  streetscape elements such as sidewalks, pedestrian crosswalks, and adequate lighting that could make the  Industrial  Park  safer  and  more  accessible  for  motorists,  pedestrians  and  cyclists  and  more  attractive  to  new businesses.   Part  of  the  field  visit  was  to  also  identify  potential  deficiencies  in  directional  and  wayfinding  signs.  Currently,  there  are  wayfinding  signs  at  the  freeway  ramps  pointing  to  the  Vista  Point  by  Lake  Herman  Road and signs at major intersections pointing to the I‐680 access ramps. There are also street name signs  at all major intersections within the Industrial Park, usually located at one of the four intersection corners.  In  addition,  City  staff  identified  the  geometric  design  on  West  Channel  Road  from  Industrial  Way  to  Channel  Court  as  a  potential  safety  concern  for  trucks  maneuvering  and  backing  up  from  various  driveways onto the roadway.  Due  to  the  high  level  of  heavy  truck  traffic  in  the  Industrial  Park,  another  design  issue  that  must  be  addressed  is  the  potential  conflict  between  truck  traffic,  pedestrians  and  bicycles.    Currently,  there  is  relatively little bicycle and pedestrian activity in the area.  This is in part due to the industrial nature of the  area  and  a  lack  of  bicycle  and  pedestrian  facilities.  If  a  desired  outcome  of  this  planning  process  is  to  increase employment in the area while promoting transit and alternative modes, an increase in pedestrian  activity would be expected.  For safety reasons, it is critical in an industrial area to have clearly delineated  pathways  for  bicycles  and  pedestrians  since  collisions  with  heavy  vehicles  would  be  especially  serious.   This issue is further addressed in Section 2.6 Bicycle and Pedestrian Facilities.                                                               2

 According to the City of Benicia Engineering Design Standards and Standard Plans (December 1992), the  minimum spacing between intersections is 200 ft.  3  See the Caltrans Highway Design Manual (2014), Table 201.1 for sight distance standards.   Benicia Industrial Park Transportation and 

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2.1.3

Drainage/Flooding Issues 

Parts of the Industrial Park have historically been affected by flooding due to their location on low‐lying  land  adjacent  to  the  shoreline  without  any  significant  grade  to  assist  with  drainage.  Street  flooding  was  raised as a concern by real estate brokers and existing businesses in the area in the Business Development  Action Plan (2012) and in recent stakeholder interviews. In particular, the areas east of I‐680 located at a  low elevation and close to the Bay and those areas located by Sulphur Springs Creek (including Park Road  and Bayshore Road) comprise locations were  flooding problems have been reported in the past.    As  shown  in  Figure  3  below,  some  of  the  areas  described  above  fall  within  the  Federal  Emergency  Management  Administration  (FEMA)  hundred  year  flood  zone.  These  areas  that  are  hydrologically  connected  to  the  Bay  have  a  higher  flooding  risk:  A  100  year  flood  event  has  a  1%  chance  of  occurring  every year. Although drainage for those areas is of major importance, currently only few facilities within  those areas provide curbs and gutters to allow proper drainage. From the Industrial Park roadways east of  I‐680 only Industrial Way and Bayshore Road provide curbs and gutters, while all other streets (including  Mallard Drive, Sprig Drive and Teal Drive) do not have those.   In  September  2014,  the  City  of  Benicia  developed  the  draft  Existing  Conditions  and  Stressors  Report  for  the Climate Change Vulnerability and Adaptation Plan. The report assessed current vulnerabilities in the  areas  of  flooding  and  other  natural  hazards.  Looking  at  the  Union  Pacific  rail  lines,  the  plan  highlighted  that  they  both  reduce  and  exacerbate  flooding  issues  in  Benicia.  The  lines  currently  serve  as  a  defense  against coastal flooding since the tracks are elevated; however, they occasionally overtop. When there is  inland  flooding  due  to  precipitation  which  collects  in  Sulfur  Springs  Creek,  the  UP  tracks  and  vegetation  growth within their right of way limits drainage. This causes longer duration flood events.    

 

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Figure 3: Hundred Year Flood Zone 

                                                          Source:  ArcGIS Flood Insurance Rate Map (FIRM), 2011. 

 

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2.2

Roadway/Pavement Condition 

Due to the high commercial vehicle volumes within the study area, the roadway pavement has degraded  significantly over the years. In the 2015 Pavement Management Program (PMP) Update Report, Benicia’s  paved  streets  were  evaluated  “Fair”4  according  to  MTC  standards.  The  analysis  used  the  Pavement  Condition Index  (PCI) as  a measure of pavement condition and all streets were evaluated in accordance  with MTC standards. The conditions observed in 2014 for roadway facilities serving the TEC area are listed  in Table 1.  Table 1: Study Area Street Pavement Condition Index  Street Name

From

To

PCI

East 2nd St.

n/o Rose Dr.

s/o Industrial

55

East 2nd St.

n/o Industrial Way

800' n/o Wanger St.

68

East 2nd St.

800' n/o Wanger St.

s/o Lake Herman Rd.

92

Industrial Way

E-2nd St

Bridge

41

Industrial Way

Bridge

Channel Rd

98

Industrial Way

Channel Rd.

400' n/o Oregon Ct.

69

Industrial Way

400' w/o Oregon St.

e/o Bayshore Rd.

70

Industrial Way

w/o Park Rd.

600' w/o Teal Dr.

57

Industrial Way

600' w/o Teal Rd.

400' e/o Teal Rd.

68

Industrial Way

400' n/o Teal Dr.

s/o Lake Herman Rd.

33

Industrial Way

e/o Bayshore Rd.

w/o Park Rd.

72

Industrial Way

e/o Bayshore Rd.

w/o Park Rd.

63

Bayshore Rd

s/o East Channel Rd.

s/o Industrial Way

11

Bayshore Rd

w/o Park Rd.

Gate

55

Lake Herman Rd.

e/o Gateway Plaza Ct.

300' e/o Industrial Way

36

Lake Herman Rd.

e/o E-2nd St.

e/o slide

70

Lake Herman Rd.

e/o slide

w/o Reservoir Rd.

65

Lake Herman Rd.

w/o Reservoir Rd.

City Limits

54

Lake Herman Rd.

e/o Gateway Plaza Ct.

e/o E-2nd St.

58

Park Rd.

n/o Bayshore Rd.

s/o Industrial Way

35

Park Rd.

n/o Industrial Way

s/o Stone Rd.

98

Park Rd.

s/o Stone Rd.

s/o E-2nd St.

73

Reservoir Rd.

n/o E-2nd St.

s/o Lake Herman Rd.

43

Source:  PTAP‐15 Pavement Management Program Update Report, NCE, 2015 

  The 0‐100 PCI scale evaluates the condition of a roadway, with a newly constructed street having a PCI of  100, while a failed road (requiring complete reconstruction) would have a PCI under 25. According to this  index system there is only one roadway segment in the TEC area that had failed in 2014: Bayshore Road  south of East Channel Road to south of Industrial Way (PCI 11). In addition, the segment of Industrial Way                                                               4

 The rating of “Fair” reflects an overall average Pavement Condition Index (PCI) for the City’s street network of 58.   The PCI is a measurement of pavement condition that ranges from 0 to 100.  A newly constructed street would  have a PCI of 100, while a failed road (requiring complete reconstruction) would have a PCI under 25. 

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north  of  Teal  Drive  to  south  of  Lake  Herman  Road  (PCI  33),  the  segment  of  Lake  Herman  Road  from  Gateway Plaza Court to east of Industrial Way (PCI 36), and the segment of Park Road south of Stone Road  to south of East 2nd Street (PCI 35) were found to be at a poor condition and risking failure in the next few  years unless repaired.  Based  on  the  principle  that  it  costs  less  to  maintain  streets  in  good  condition  than  repair  those  in  bad  condition, the PMP was used to develop a maintenance strategy that will improve the overall condition of  the network to an optimal PCI and then sustain it at that level. By not addressing the maintenance needs,  the  quality  of  the  road  network  will  inevitably  decline.  In  order  to  correct  these  deficiencies,  the  implementation  of  a  cost  effective  funding  and  maintenance  and  rehabilitation  strategy  was  deemed  necessary.  The  PMP  update  recommended  that  the  City  of  Benicia  aims  their  strategy  at  increasing  the  overall PCI to 63, with a budget of $16.2 million over the next five years.   A portion of the funds would come through the City’s Sales Tax Measure C which was passed in November  2014, with which the City has been authorized to impose a 1 percent sales tax over two years to support  local needs. Some of the project items in Measure C’s  Expenditure Plan are the following:  

Industrial  Park  Road  Project:  Engineering  plans  and  specifications  for  patch  and  asphalt  overlay  project on Industrial Way from Teal Drive to Lake Herman Road. 



Pothole  &  Resurfacing  Project:  Repair  250  damaged  sections  of  roads  (potholes/resurfacing)  throughout Benicia. 

2.3

Traffic Operations 

2.3.1

Existing Traffic Volumes 

Existing traffic volume counts within the Industrial Park and in the vicinity of the study area were collected  on September 10 and 11, 2014. Turn movement data were collected during the AM peak period (7:00 to  9:00 AM) and the PM peak period (4:00 to 6:00 PM) at fifteen intersections:  1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15.

East 2nd Street & Park Road (One‐Way Stop)  East 2nd Street & Industrial Way (Signal)  East 2nd Street & Rose Drive (Signal)  East 2nd Street & I‐780 Westbound Ramps (Signal)  East 2nd Street & I‐780 Eastbound Ramps (Signal)  Lake Herman Road & Old Lake Herman Road (One‐Way Stop)  Lake Herman Road & East 2nd Street (Four‐Way Stop)  Lake Herman Road & I‐680 Southbound Ramps (One‐Way Stop)  Lake Herman Road & I‐680 Northbound Ramps /Goodyear Road (Four‐Way Stop)  Park Road & Industrial Way (Four‐Way Stop)  Industrial Way & I‐680 Southbound Ramps (One‐Way Stop)  Industrial Way & I‐680 Northbound Ramps (One‐Way Stop)  Park Road & Bayshore Road (Four‐Way Stop)  Bayshore Road & I‐680 Southbound Ramps (Westbound Left Yield)  Bayshore Road & I‐680 Northbound Ramps (One‐Way Stop) 

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The lane geometry for each study intersection is presented in Figure 4 and the Study Intersection turning  movements are presented in Figure 5.  Additionally, 48‐hour roadway volumes by vehicle class were collected in three locations:  

Industrial Way between East 2nd Street and West Channel Road; 



Bayshore Road East of I‐680; and 



Park Road between Industrial Way and Stone Road. 

The 48‐hour bi‐directional mode split for the three count locations is presented in Table 2 below:   Table 2: Study Area Daily Mode Split  Study Roadway  Industrial Way 

Bicycles   1.9% 

Cars & Trailers 74.7% 

Trucks & Buses1  23.4% 

Bayshore Road 

1.5% 

62.5% 

36.1% 

Park Road 

0.7% 

64.2% 

35.1% 

Study Area Average 

1.3% 

67.1% 

31.5% 

Source:  DKS Associates, September 2014  1. The percentage of buses during the day is less than 0.5%.

  It is worth noting that, due to the nature of the Industrial Park, a high percentage of the trips throughout  the study area are commercial vehicle5 trips. On average, commercial vehicles accounted for about 31.5%  of  the  observed  daily  roadway  volumes  in  the  study  area.  During  the  AM  peak  hour  the  percentage  of  commercial vehicles is even higher at about 36% of the total observed roadway volumes and in the PM  peak  hour  it  is  about  31%.  Detailed  traffic  count  data  for  both  intersections  and  roadway  segments  are  provided in Appendix A.               

 

                                                            

5

 A commercial vehicle is any type of motor vehicle used for transporting goods or paid passengers. In the  industrial Park the commercial vehicle fleet consists primarily of 2‐axle long trucks (about 57% according to  observed counts), 2‐axle 6‐tire trucks (~ 19%), 5‐axle double trucks (~ 15%), and 3‐ or 4‐axle trucks (~ 9). 

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272 (186) 58 (14)

1. E. 2nd St & Park Rd RT 28 (59)

TH LT

LT 11 (16)

179 (275) 17 (7)

TH RT

RT TH LT 0 (4) LT 5 (10) TH 1 (14) RT

RT 19 (91) TH 7 (3) LT 23 (123) LT TH RT 3 (4) 241 (178) 115 (33)

12 (2) 122 (312) 91 (19)

2. E. 2nd St & Industrial Way

49 (187) 91 (278)

3. E. 2nd St & Rose Dr

RT TH

484 (222) RT

LT TH 143 (426) 198 (120)

170 (73) LT

265 (244) 499 (392) 6 (5)

4. E. 2nd St & I‐780 WB Ramps

RT TH LT

RT 98 (265) TH 56 (25) LT 128 (239)

123 (253) 411 (426) 79 (50)

LT TH RT

RT TH LT 64 (29) LT 171 (28) TH 106 (256) RT

RT TH LT 13 (14) LT 34 (109) TH 57 (128) RT

LT TH RT

1 (6) LT 62 (20) TH 20 (11) RT

RT

LT

LT TH RT 185 (289) TH

290 (178)

RT LT

TH 122 (176) LT 67 (189)

LT TH RT

11. Industrial Way & I‐680 SB Ramps

RT 19 (19) TH 106 (52) LT 115 (140)

8. Lake Herman Rd & I‐680 SB Ramps 148 (32)

RT 7 (35) TH 12 (81) LT 392 (233)

4 (22) 11 (48) 221 (386)

RT

10. Park Rd & Industrial Way 3 (19) 70 (116) 18 (48)

RT 13 (33) TH 35 (215) LT 9 (96)

96 (52) 79 (122) 173 (22)

54 (94) 40 (79) 36 (7)

9. Lake Herman Rd & I‐680 NB Ramps

LT

38 (8)

86 (27) TH 93 (38) RT

RT TH LT

200 (50)

334 (549) 223 (136)

TH RT

1 (0)

LT 134 (243)

18 (118)

TH LT

TH 17 (106) LT 3 (4)

109 (78) 126 (49) 121 (130)

RT 272 (173)

7. Lake Herman Rd & E. 2nd St

1 (4) 27 (8) 21 (18)

6. Lake Herman Rd & Old Lake Herman Rd

346 (514) 277 (128)

5. E. 2nd St & I‐780 EB Ramps

205 (283) TH 100 (143) RT

12. Industrial Way & I‐680 NB Ramps

RT 8 (41) TH 47 (162)

TH 44 (164)

41 (245) LT 185 (54) TH

LEGEND Traffic Signal

AM (PM)

Volume Turning Movements

Stop Sign

P:\P\14\14145‐000 STA PDA Planning Services\06 Graphics\03 Benicia\Benicia Volume Figures v.2

Figure 4a Existing Condition Turn Movement Volumes

TH 238 (203) LT 45 (73)

TH 74 (61)

LT TH RT

LT RT 19 (24) TH 159 (270) RT

19 (27) TH

47 (36)

20 (21) LT 15 (32) TH 6 (8) RT

RT 199 (159) TH 7 (26) LT 28 (19)

15. Bayshore Rd & I‐680 NB Ramps

209 (214)

RT TH LT

14. Bayshore Rd & I‐680 SB Ramps

7 (8) 27 (40) 22 (22)

30 (18) 33 (32) 149 (241)

13. Park Rd & Bayshore Rd

LEGEND Traffic Signal

AM (PM)

Volume Turning Movements

Stop Sign

P:\P\14\14145‐000 STA PDA Planning Services\06 Graphics\03 Benicia\Benicia Volume Figures v.2

Figure 4b Existing Condition Turn Movement Volumes

LL N

AE

1. E. 2nd St & Park Rd

D

KN

A CE

JL N

2. E. 2nd St & Industrial Way

A CE

3. E. 2nd St & Rose Dr

JN

LM A CC

JL N

F

4. E. 2nd St & I‐780 WB Ramps

AD

B D

F

12. Industrial Way & I‐680 NB Ramps

M

I

JM K

F

I

8. Lake Herman Rd & I‐680 SB Ramps

C

11. Industrial Way & I‐680 SB Ramps

L

F F

10. Park Rd & Industrial Way

F

F

I JM

9. Lake Herman Rd & I‐680 NB Ramps

I I

B F

K

CE

7. Lake Herman Rd & E. 2nd St

JL N

LN

6. Lake Herman Rd & Old Lake Herman Rd

F

5. E. 2nd St & I‐780 EB Ramps

LEGEND Traffic Signal Stop Sign

P:\P\14\14145‐000 STA PDA Planning Services\06 Graphics\03 Benicia\Benicia Volume Figures

Figure 5a Existing Lane Configuration

15. Bayshore Rd & I‐680 NB Ramps

L

C

AC

F

K

KN

BE

14. Bayshore Rd & I‐680 SB Ramps

I

13. Park Rd & Bayshore Rd

F

LEGEND Traffic Signal Stop Sign

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Figure 5b Existing Lane Configuration

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2.3.1 Intersection Operations Analysis Methodology  To evaluate existing traffic operational conditions, intersections were evaluated during the weekday AM  peak period (7:00 to 9:00 AM) and the PM peak period (4:00 to 6:00 PM) using the 2000 Highway Capacity  Manual (HCM) operations methodology.   The intersection level of service (LOS) during these two periods  was  compared  to  the  City’s  LOS  standard  of  “D”.  LOS  is  a  qualitative  description  of  an  intersection  performance based on the average delay per vehicle experienced during peak travel hours. LOS can range  from “A” representing free‐flow conditions to “F” representing congested conditions with long delays. LOS  A is considered excellent, while LOS D is considered satisfactory operating conditions, per the General Plan  Circulation  Policy  2.20.1;  LOS  E  or  LOS  F  represents  unacceptable  conditions,  at  or  above  capacity.  LOS  definitions, considering vehicle delay for signalized and unsignalized intersections, are shown in Table 3. It  is worth noting that due to the high percentage of truck in the Industrial Park (roughly 35% in the AM peak  hour  and  31%  in  the  PM  peak  hour),  longer  delays  are  expected  at  intersections,  compared  to  similar  intersections  with  the  same  traffic  volumes  in  urban  areas.  Our  methodology  assumed  the  above  truck  percentages  to  account  for  longer  clearing  times  and  delays  experienced  due  to  high  truck  volumes  at  intersections in the Industrial Park.   Table 3: LOS Thresholds and Definitions  Level of  Service 

Average Control Delay (seconds/vehicle) Signalized Intersections  Unsignalized Intersections

A 

≤ 10 

≤ 10 

B 

> 10 and ≤ 20 

> 10 and ≤ 15 

C 

> 20 and ≤ 35 

> 15 and ≤ 25 

D 

> 35 and ≤ 55 

> 25 and ≤ 35 

E 

> 55 and ≤ 80 

> 35 and ≤ 50 

F 

> 80 

> 50 

Description  Free flow/ Insignificant Delay  Stable Operation/  Minimal Delay  Stable Operation/  Acceptable Delay  Approaching Unstable/  Tolerable Delay  Unstable Operation/  Significant Delay  Forced Flow/  Excessive Delay 

Source:  2000 Highway Capacity Manual, Transportation Research Board, 2000. Notes:  Worst Approach Delay (in seconds per vehicle) for Unsignalized Intersections

  For signalized intersections, this methodology determines the capacity of each lane group approaching the  intersection. The LOS is then based on average delay (in seconds per vehicle) for the movements within  the intersection. A combined weighted average delay and LOS is presented for the intersection.    For  unsignalized  intersections,  average  delay  and  LOS  operating  conditions  are  calculated  by  approach  (e.g.,  northbound)  and  movement  (e.g.,  northbound  left‐turn),  for  those  movements  that  are  subject  to  delay.  For  the  purpose  of  this  analysis,  the  operating  conditions  (LOS  and  delay)  for  unsignalized  intersections are presented for the worst approach (i.e., the approach with the highest average delay per  vehicle).   Traffic  conditions  for  the  study  intersections  were  evaluated  using  the  methodologies  provided  in  the  2000  Highway  Capacity  Manual  (HCM).  For  reference  purposes,  LOS  as  defined  in  the  HCM  is  a  quality  measure describing operating conditions within a traffic stream. It is generally described in terms such as  speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. LOS at  study intersections was calculated using Synchro 8.0 software. 

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It  must  be  mentioned  that  the  traffic  operations  analysis  did  not  account  for  train  crossings  at  intersections  adjacent  to  the  railroad  tracks.  Although  there  are  10  train  crossings  on  average  per  weekday, those are usually during the off‐peak hours. According to the Valero Benicia Refinery Crude by  Rail Project Draft EIR, the train crossings during weekdays are on average 2 minutes and 50 seconds long,  while  they  were  observed  to  be  as  high  as  16  minutes  and  17  seconds.  Long  train  crossings  can  cause  prolonged  delays  at  adjacent  intersections  resulting  to  long  queues  forming  upstream  of  the  tracks.  However,  as  the  likelihood  of  peak  hour  operations  to  be  affected  by  train  crossings  at  current  usage  levels is low, this analysis did not include train crossing delays. 

2.3.2

Existing Intersection Operations 

A total of fifteen existing intersections within or in the vicinity of the Industrial Park were analyzed as part  of  the  existing  conditions  assessment.  These  intersections  were  selected  as  they  are  most  likely  to  be  significantly affected by future traffic growth.  Table 4 below summarizes the results of the intersection LOS analysis conducted for the AM and PM peak  hours.  Table 4: Study Intersection Level of Service 

AM Peak  Delay1 LOS2

PM Peak  Delay1 LOS2 

1. East 2nd Street & Park Road 

11.6 

B 

12.4 

B 

2. East 2nd Street & Industrial Way 

Intersection 

13.4 

B 

11.5 

B 

nd

8.2 

A 

19.8 

B 

nd

4. East 2  Street & I‐780 Westbound Ramps 

10.7 

B 

13.2 

B 

5. East 2nd Street & I‐780 Eastbound Ramps 

15.2 

B 

21.8 

C 

6. Lake Herman Road & Old Lake Herman Road 

10.1 

B 

10.9 

B 

7. Lake Herman Road & East 2nd Street 

24.5 

C 

24.2 

C 

8. Lake Herman Road & I‐680 Southbound Ramps 

14.7 

B 

14.2 

B 

9. Lake Herman Road & I‐680 Northbound Ramps  /Goodyear Road 

16.4 

C 

16.9 

C 

10. Park Road & Industrial Way 

20.0 

C 

20.1 

C 

11. Industrial Way & I‐680 Southbound Ramps 

11.3 

B 

11.2 

B 

12. Industrial Way & I‐680 Northbound Ramps 

9.9 

A 

13.9 

B 

13. Park Road & Bayshore Road 

10.4 

B 

17.2 

C 

14. Bayshore Road & I‐680 Southbound Ramps 

11.3 

B 

13.5 

C 

15. Bayshore Road & I‐680 Northbound Ramps 

11.3 

B 

11.6 

B 

3. East 2  Street & Rose Drive 

Source: DKS Associates, 2014  Notes: 1. Delay is in seconds per vehicle and is based on average stopped delay.   2. For unsignalized intersections, LOS is reported based on worst approach, which is indicated in parenthesis by the  intersection name. 

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As  shown  on  Table  2  above  all  study  intersections  currently  perform  above  the  City’s  established  standard  of  LOS  “D”.  Thus,  from  an  operational  perspective  there  are  no  existing  deficiencies  in  the  Industrial  Park  network.  The  above  results  also  fall  close  to  the  results  reported  in  the  two  latest  Environmental Impact Reports (EIRs) that were completed in the Industrial Park. The 2013 Valero DEIR  analysis  shows  similar  traffic  volumes  to  the  TEC  Plan  analysis,  but  focuses  on  the  PM  off‐peak  hour  rather than the peak hours. The LOS and delay results at common analysis intersections are very close.  The  Benicia  Business  Park  EIR  from  2007  looked  at  the  morning  and  afternoon  peak  hours  and  found  similar delays at the intersections as in the TEC Plan analysis. 

2.4

Traffic Safety 

In response to the City’s concerns for traffic safety on the roadway system of the study area, collision data  within  the  boundaries  of  the  TEC  area  were  collected  for  the  2008‐2012  period  using  the  Statewide  Integrated Traffic Records System (SWITRS) database. The results are presented in Figure 6 below. In total,  there were thirty‐eight collisions with at least one injury within the study area boundaries between 2008  and  2012  (twenty  on  local  roads  and  major  arterials  and  eighteen  on  I‐680).  The  majority  of  reported  collisions occurred on I‐680 or the freeway ramps and almost all the non‐freeway collisions occurred on  major arterials. Most of the non‐freeway collisions occurred along Lake Herman Road (7 collisions), East  2nd Street (six collisions), and Industrial Way (five collisions). One collision took place along Bayshore Road  in the 5‐year period and there was a single collision on West Channel Road as well. The main vehicle code  violations  involved  in  these  collisions  included  driving  under  the  influence  (five),  unsafe  speed  (eleven),  and vehicle right of way (nine).  It is worth noting that, despite the high percentage of commercial vehicles in the Industrial Park, only two  of the reported thirty‐eight collisions involved a large truck6. However, there was one collision between a  pedestrian and a commercial bus and two collisions involving a bicyclist and a pickup or panel truck. The  severity of collisions between pedestrians or bicycles and trucks, raises a concern about the safety of non‐ motorized modes in the TEC area. Section 2.6 below lists the current bicycle and pedestrian facilities in the  TEC area and highlights existing needs and deficiencies.   Out  of  the  marked  collision  locations  in  Figure  6,  the  intersection  of  Lake  Herman  Road  and  Reservoir  Road stands out as it had four collisions reported in the 5‐year period. Although the violation categories  for  those  collisions  (2  were  driving  under  the  influence,  1  was  unsafe  speed,  and  1  was  vehicle  right  of  way) do not point to a design deficiency, safety improvements could be implemented to enhance traffic  safety in that location.               

                                                             6

 Both records involved an at‐fault vehicle of type “G”, a truck or truck tractor with trailer according to the SWITRS  data codebook. 

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Figure 6: Collision Data between 2008 and 2012 

                                                  Source: SWITRS Database, 2008‐2012  Note: Each colored dot reflects a collision. At locations with multiple collisions, where dots overlap,   the number of collisions is explicitly stated.    

2.5

Transit 

Fairfield and Suisun Transit (FAST) currently operates an express intercity route ‐Route #40‐ which serves  the  study  area  with  an  on‐street  stop  in  each  direction  on  Park  Road  near  Industrial  Way.  Route  #40  provides  commute‐period  service  between  several  significant  transportation  hubs  in  the  East  Bay  (see  Figure  7),  including  the  Walnut  Creek  and  Pleasant  Hill  BART  stations  as  well  as  bus  transit  centers  in 

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Fairfield and Vacaville. This route uses the I‐680 interchanges at Industrial way and Bayshore Road. In the  eastbound direction, buses stop at this location between 6:43 AM to 8:55 AM and then from 4:45 PM to  7:56 PM, Monday through Friday.  In the westbound direction, service hours are 5:33 AM to 7:51 AM and  then 3:35 PM to 6:46 PM.  Headways vary from about 15 to 45 minutes.  Route #40 is the only regional or  local transit route that serves the Industrial Park.    Figure 7: FAST Route #40 Transit Stops 

 

Source: fasttransit.org 

Solano  County  Transit  (SolTrans),  which  is  the  successor  to  Benicia  Breeze,  operates  some  regional  bus  routes that travel near the Industrial Park along the I‐680 freeway. It does not operate any fixed routes  serving  the  study  area,  only  Dial‐A‐Ride  Bus  Service.  In  the  future,  if  demand  warrants,  one  or  more  SolTrans bus routes could be rerouted to include the future bus hub at the study area for transfers of local  service.  Also, the City of Benicia proposes to build the Benicia Industrial Park Bus Hub at the intersection of Park  Road  and  Industrial  Way.  The  facility  would  accommodate  approximately  50  parking  spaces  and  other  transit‐related amenities (e.g., bicycle storage area, and space for “kiss and ride”); the existing on‐street  bus  stops  for  Route  #40  would  be  improved  with  designated  bus  pull‐out  areas,  new  sidewalks  and  covered benches.  A plan of the proposed bus hub is shown in   Figure 8. In addition to regional commute trips, the proposed bus hub would also accommodate work trips  to and from the Industrial Park area.  Currently, these commuters would not be well‐served on the initial  or final portion of their trips. Existing pedestrian facilities adjacent to the bus hub location are limited to a  sidewalk on the west side of Industrial Way between Park Road and Noyes Court and a single crosswalk at  Park Road and Industrial Way. While some parcels along Industrial Road include sidewalks, there is a lack  of  continuity.    It  would  be  desirable  to  expand  the  pedestrian  facilities  to  facilitate  pedestrian  access  between the bus hub and area businesses.     In addition to the Bus Hub project, a further expansion of transit service in the TEC area is being discussed  by the Solano Transportation Authority. An additional bus stop and park and ride facility would be added  by  Lake  Herman  Road.  The  currently  vacant  Seeno  property  could  provide  that  space  or  potentially  the  Caltrans vista stop and parking area could be used for that purpose.          

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    Figure 8: Proposed Benicia Industrial Bus Hub Improvements 

  Source:  Initial Study, Benicia Industrial Bus Hub Project, 2013.  

2.6

Bicycle and Pedestrian Facilities 

According to the 2014 Solano County Comprehensive Transportation Plan (Solano CTP) an important goal  of the Active Transportation Element is to implement the California Department of Transportation’s and  the  Metropolitan  Transportation  Commission’s  Complete  Streets  policies  for  projects  involving  STA  administered funds. Although the City of Benicia is included in the Solano CTP, the city does not have its  own Complete Streets program, but uses policies from the General Plan and the Countywide Plan instead.   Complete  Streets  policies  require  that  the  needs  of  all  transportation  modes  be  considered,  including  bicyclists, pedestrians, and transit users.  However, these policies must be applied within a local land use  context.  Downtown areas and commercial districts will rely much more heavily on bicycle and pedestrian  accessibility and on‐street parking, for example, while industrial districts typically rely more on automobile  mobility  and  off‐street  parking.  Streets  in  industrial  areas  should  accommodate  the  movement  of  large  trucks and will require wider travel lanes than residential or downtown streets.  In  the  case  of  the  Benicia  TEC,  application  of  Complete  Streets  policies  will  focus  largely  on  providing  pedestrian, bicycle, and transit facilities where there are currently effectively none.  Any new alternative  mode facilities will improve the safety and convenience of walking, bicycling, and transit use in the area  and may promote greater use of these modes. Complete Streets improvements can also play an important  role in a regional context, for example, towards completion of the planned Solano County bicycle network  or in support of regional transit use via the proposed bus hub.  

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In  order  to  develop  a  network  of  Complete  Streets  within  the  TEC  area,  not  every  roadway  needs  to  accommodate all modes at the same time, but rather the network as a whole should accommodate the  different  modes.  This  section  examines  the  deficiencies  of  the  existing  network  in  serving  all  modes,  presents available count information on current bicycle and pedestrian trips, and looks into the potential  of the roadway network to accommodate other modes besides auto and trucks.  Available  information  on  bicycle  and  pedestrian  trips  within  the  study  is  limited.    As  shown  in  Table  5  below, peak hour bicycle and pedestrian volumes are quite low during the AM and PM peak hours. That is  due  to  the  lack  of  bicycle  infrastructure,  but  also  due  to  the  high  truck  volumes  and  the  industrial  character of the Industrial Park.  Nonetheless, there is some pedestrian and bicycle activity, most notably  at the intersection of Park and Industrial, the site of the proposed bus hub and at Industrial Way and East  2nd Street during the AM peak hour.  Noticeable activity was also observed at a gateway intersection to  the study area at East 2nd Street and the I‐780 ramps.  Table 5: AM and PM Peak Hour Bicycle and Pedestrian Intersection Counts  Intersection 

AM Peak Hour

PM Peak Hour

Pedestrians Bicycles Pedestrians Bicycles nd

#1 Park Rd & E 2  St  nd

0

0

0

0

2

5

0

2

nd

1

2

1

4

nd

6

6

3

2

nd

#5 E 2  St & I‐780 EB Ramps 

5

0

0

1

#6 Old Lake Herman Rd & Lake Herman Rd 

0

4

0

0

#7 E 2  St & Lake Herman Rd 

3

3

0

1

#8 I‐680 SB Ramps & Lake Herman Rd 

0

1

0

1

#9 I‐680 NB Ramps & Lake Herman Rd 

0

1

0

1

#10 Park Rd & Industrial Way 

5

7

3

2

#11 I‐680 SB Ramps & Industrial Way 

3

2

0

1

#12 I‐680 NB Ramps & Industrial Way 

0

1

0

1

#2 Industrial Way & E 2  St  #3 E 2  St & Rose Dr  #4 E 2  St & I‐780 WB Ramps 

nd

Source: DKS Associates, 2014 

This section also provides information about existing bicycle and pedestrian facilities within the Industrial  Park and lists current deficiencies according to the General Plan Circulation Element. Currently, only one  designated bicycle path is provided within the study area;  a Class II bike lane7 on the segment of East 2nd  Street between Industrial Way and Hillcrest Avenue. Although the City of Benicia General Plan includes an  existing Class II bike lane on East 2nd Street from Lake Herman Road to Hillcrest Avenue, the segment from  Industrial Way to Lake Herman Road is not striped.   Additional bike facilities are planned in the TEC Plan area. A Class III bike route8 is planned along Park Road  from  Military  East  Street  to  Industrial  Way  and  continuing  on  Industrial  Way  to  Lake  Herman  Road.  According to the General Plan, a Class III bike route is also planned on Old Lake Herman Road and another  one  on  Lake  Herman  Road  from  Industrial  Way  to  the  city  Limits.  For  the  latter  segment,  the  Solano                                                              

7

 Class II bike lanes provide a striped and stenciled lane for one‐way travel on a street or highway; a portion of the  roadway is dedicated to bicycle use.  8  Class III bike routes are signed routes where bicycle share the roadways with vehicular traffic; no separate right‐ of‐way is provided for bicyclists.   Benicia Industrial Park Transportation and 

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Countywide  Bicycle  Transportation Plan includes a  planned Class II bike lane, rather than  a Class III bike  route. Figure 9 below shows the existing and planned bicycle facilities within the study area.  Note that  planned  bicycle  facilities  on  Lake  Herman  Road  and  Park  Road/Industrial  Way  are  part  of  the  proposed  Solano County Bikeway Network in the Solano Countywide Bicycle Transportation Plan as well as the City  of Benicia General Plan.  Figure 9: TEC Area Existing and Planned Bicycle Facilities 

                                                      Source: DKS Associates, 2015 

 

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Looking at the pedestrian facilities in the TEC area, there is clearly a lack of pedestrian infrastructure. With  the  exception  of  a  N‐S  crosswalk  at  the  intersection  of  Industrial  Way  and  Park  Road,  there  are  no  pedestrian crosswalks in the Industrial Park at intersections or mid‐block. Sidewalks can only be found at a  few  isolated  sections  (Wanger  St,  Industrial  Way  between  Noyes  Court  and  Park  Road,  East  2nd  Street  bridge over West Channel Road), while the major roadways in the study area lack any sidewalk, which is  typical of industrial areas. The Benicia Industrial Guidelines (1989) do not specifically require sidewalks but  suggest them as one of several separators between the roadway and parking lots. This lack of pedestrian  infrastructure  likely  contributes  to  the  very  low  pedestrian  volumes  seen  in  the  study  area.  The  intersection  counts  that  DKS  collected  showed  less  than  5  pedestrian  crossings  at  the  majority  of  the  intersections within the peak hour.   In order to develop a well‐balanced, connected, safe and convenient multimodal transportation network  in  the  TEC  area,  existing  facilities  will  need  to  be  reconfigured  with  sidewalks  on  one  or  both  sides  and  bicycle  lanes.  Wayfinding  signs  will  need  to  be  installed  to  designate  and  point  to  the  bicycle  and  pedestrian  networks.  DKS  compiled  the  information  from  the  General  Plan  and  the  Countywide  Bicycle  and  Pedestrian  Plan,  as  well  as  information  about  existing  transit  routes,  and  developed  a  list  with  the  typology  of  the  major  facilities  in  the  TEC  area.  These  are  shown  in  Table  6  below.  The  purpose  of  this  information  is  to  guide  decisions  about  the  street  designation  and  thus  prioritization  of  improvements  according to the roadway typology in order to accommodate the designated modes.  Table 6: Roadway typology in the Plan area  Roadway Typology 

Key Features 

Roadway Segment 

Truck and Auto Priority 

Wider lanes Intersection operations  Route signage 

Bicycle and Pedestrian  Priority 

Bike lanes or bike routes  Sidewalks  Wayfinding signage 

Transit Priority 

Wider lanes Enhanced bus stops  Pedestrian amenities 

Bayshore Rd from  East 2nd St to the Port Park Rd from East 2nd St to Industrial Way  Industrial Way from Park Rd to East 2nd St  East 2nd St from Lake Herman Rd to Hillcrest Ave Industrial Way from lake Herman Rd to Park Rd  Park Rd from Industrial Way to Military E St  Lake Herman Rd from Industrial Way to city limits  Reservoir Rd from Lake Herman Rd to East 2nd St  Park Rd from Bayshore Rd to Industrial Way Bayshore Rd from I‐680 NB off‐ramp to Park Rd  Industrial Way from I‐680 NB on‐ramp to Park Rd 

Source: DKS Associates, 2015 

DKS  also  gathered  the  information  of  the  right‐of‐way  (ROW)  width  from  the  Assessor’s  Parcel  Maps  in  order  to  identify  whether  the  available  ROW  width  of  each  roadway  can  accommodate  the  designated  modes. Figure 10 below lists the roadway typologies of major arterials in the TEC area and also lists the  ROW  width  at  those  facilities.  Improvements  at  deficient  roadways  will  be  based  on  the  available  ROW  width.  However,  proposed  improvements  and  potential  configurations  are  not  presented  in  this  document, but this information will feed into the draft TEC Plan which will identify improvements based  on existing deficiencies and estimated future transportation needs.    

 

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  Figure 10: Roadway typology and ROW width 

                                                            Source: DKS Associates, 2015 

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3

NEEDS SUMMARY 

The Existing Transportation Conditions and Needs Assessment for Benicia’s Industrial Park aims to identify  existing deficiencies and opportunities that could be addressed in order to enhance the accessibility and  safety  of  the  Industrial  Park  while  still  maintaining  its  industrial  character.  The  primary  function  of  the  Industrial  Park’s  transportation  network  is  to  support  the  truck  operations  serving  primarily  the  heavy  industrial land uses. This report assessed the roadway and streetscape design, the safety and operations  at all major roadways and intersections and also looked at the pavement condition of roadways, which is  very  important  for  the  Industrial  Park.  Although  truck  operations  remain  the  focus  of  this  report,  the  important elements of Complete Streets are also addressed in this report. The safety and accessibility of  pedestrians, bicyclists and transit users in the Industrial Park are evaluated in order to address the multi‐ modal needs of a contemporary industrial area.  The analysis we performed identified the following key areas (also shown in Figure 11 below):  Geometric  Design  and  Streetscape.  Currently  the  roadway  design  within  the  study  area  is  below  minimum  standard  (per  the  Solano  County  Road  Improvement  Standards  and  Land  Development  Requirements, 2006) at many locations, with the majority of the roadways lacking shoulders, drainage  and  streetscape  features  (such  as  sidewalks,  pedestrian  crosswalks,  and  adequate  lighting).  The  following  intersection  locations  were  identified  as  deficient  because  of  short  stopping  sight  distances  per  the  Caltrans  Highway  Design  Manual  standards,  inadequate  spacing9  per  the  City’s  Engineering  Standards or turn radius that can now accommodate the California “STAA” Truck Tractor:   The  intersection  at  Lake  Herman  Road  &  Gateway  Plaza  Drive  is  located  at  a  distance  from  the  adjacent  intersection  of  Lake  Herman  Road  &  I‐680  NB  ramps  that  is  below  the  City’s  spacing  requirement.  

The  intersection  at  Industrial  Way  &  SB  I‐680  off‐ramp  is  located  at  a  distance  from  the  adjacent  intersection of Industrial Way & Park Road that is below the City’s spacing requirement. In addition,  the I‐680 overpass structure to the east of the intersection does not allow for adequate stopping sight  distance  for  westbound  vehicles.  Also,  the  left‐turn  design  radius  is  not  adequate  for  a  STAA  truck  coming from the freeway and turning left on Industrial Way and thus the truck would be encroaching  past the pavement edge. 



The  intersection  at  Industrial  Way  &  NB  I‐680  on‐ramp  does  not  have  adequate  right‐turn  design  radius for a STAA truck and thus the truck would be encroaching past the pavement edge. 



The  intersection  at  Bayshore  Road  &  NB  I‐680  off‐ramp  does  not  allow  for  adequate  stopping  sight  distance2 for westbound vehicles. Also, the right‐turn design radius is not adequate for a STAA truck  coming  from  the  freeway  and  turning  right  on  Bayshore  Road  and  thus  the  truck  would  be  encroaching past the pavement edge. 



The  intersection  at  West  Channel  Road  &  East  Channel  Road  does  not  allow  for  adequate  stopping  sight distance for eastbound vehicles. 

Roadway  safety  is  also  an  important  concern  of  the  City  because  there  have  been  thirty‐eight  collisions  with at least one injury within the study area boundaries between 2008 and 2012. Design improvements  could enhance the circulation of commercial and other vehicles  and also improve roadway safety in the                                                              

9

 Intersection spacing is the distance between two adjacent intersections. Intersection spacing can have an impact  on intersection operations and safety. 

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Industrial  Park.  Besides  the  intersection  locations  listed  above,  the  geometric  design  on  West  Channel  Road from Industrial Way to Channel Court creates potential safety concerns for trucks maneuvering and  backing  up  from  various  driveways  onto  the  roadway.  From  an  operational  perspective,  all  the  study  intersections operate within the City’s LOS standards and thus there are no operational deficiencies that  need to be addressed with design improvements at intersections.  Drainage/Flooding  Issues.  The  areas  of  the  Industrial  Park  east  of  I‐680,  located  at  a  low  elevation  and  close  to  the  Bay,  and  those  areas  located  by  Sulphur  Springs  Creek  (including  Park  Road  and  Bayshore  Road) comprise locations were  flooding problems have been reported in the past. Although drainage for  those  areas  is  of  major  importance,  currently  only  few  facilities  within  those  areas  provide  curbs  and  gutters to allow proper drainage. From the Industrial Park roadways east of I‐680 only Industrial Way and  Bayshore Road provide curbs and gutters, while all other streets (including Mallard Drive, Sprig Drive and  Teal Drive) do not have drainage infrastructure.  Pavement  Maintenance.  Because  the  roadway  system  in  the  Benicia  is  in  “Fair”  condition,  the  City  developed  a  pavement  management  program.  According  to  the  2015  Pavement  Management  Program  Update Report, there was one roadway segment in the TEC area that had failed in 2014: Bayshore Road  south of East Channel Road to south of Industrial Way (PCI 11). In addition, the segment of Industrial Way  north  of  Teal  Drive  to  south  of  Lake  Herman  Road  (PCI  33),  the  segment  of  Lake  Herman  Road  from  Gateway Plaza Court to east of Industrial Way (PCI 36), and the segment of Park Road south of Stone Road  to south of East 2nd Street (PCI 35) were found to be at a poor condition and risking failure in the next few  years unless repaired.  Traffic Operations. The operational analysis at 15 major intersections in the TEC area did not identify any  existing deficiencies in the study area roadway network.  Traffic  Safety.  An  examination  of  the  available  SWITRS  database  showed  thirty‐eight  collisions  with  at  least  one  injury  within  the  study  area  boundaries  between  2008  and  2012  (twenty  on  local  roads  and  major  arterials  and  eighteen  on  I‐680).  There  were  no  collisions  that  pointed  at  design  deficiencies,  however the  three  collisions involving bicycles and  pedestrians raise a concern about the  safety of non‐ motorized modes in the TEC area. Also the intersection of Lake Herman Road and Reservoir Road stands  out,  as  it  had  four  collisions  reported  in  the  5‐year  period.  Although  the  violation  categories  for  those  collisions  do  not  point  to  a  design  deficiency,  safety  improvements  could  be  implemented  to  enhance  traffic safety in that location.  Complete  Streets.  Although  safe  and  unobstructed  circulation  of  trucks  is  the primary objective of the Industrial Park’s roadway system, the TEC Plan  aims  at  addressing  the  needs  of  all  other  modes  including  transit,  bicycles  and pedestrians in order to provide a network of Complete Streets within the Industrial Park. This should  not  be  interpreted  that  every  roadway  is  intended  to  accommodate  all  modes  at  the  same  time,  but  rather the network as a whole should accommodate the different  modes.  For  this  purpose  a  map  of  street  typologies  was  developed,  that  shows  current  and  potential  priority  roadways  for  each  mode.  Figure  10  in  the  previous  section  illustrates  the  typology of each roadway according to the directions of the City’s  General Plan, the Solano County Bicycle and Pedestrian Plan and  the current transit routes.  Currently  the  Industrial  Park  is  served  by  only  one  regional  bus  route. Additional transit routes could reduce the vehicle trip rate  Bike lanes in Charlotte, VA   Benicia Industrial Park Transportation and 

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for existing and future industrial land uses with benefits to all users of the roadway system. More routes  may become available as the Bus Hub project comes online in the future.   Bicycle  and  pedestrian  circulation  are  two  other  important  elements  of  a  Complete  Street  network.  As  those elements are “context‐specific”, any potential infrastructure improvements designed to improve the  convenience, safety or pleasantness of travel for bicyclists and pedestrians will need to be constructed at  locations and along roadways that are designated for that purpose. Current deficiencies according to the  City’s General Plan and the Solano Countywide Bicycle Transportation Plan are:  

A Class II bike lane on East 2nd Street from Industrial Way to Lake Herman Road.  



A  Class  III  bike  route  on  Park  Road  from  Military  East  Street  to  Industrial  Way  and  continuing  on  Industrial Way to Lake Herman Road. 



A Class III bike route on Old Lake Herman Road (Reservoir Rd). 



A Class III bike route or Class II bike lane on Lake Herman Road from Industrial Way towards the west  and beyond the study area boundaries (to the city Limits). 

The  study  area  also  lacks  pedestrian  facilities.  With  the  exception  of  a  north‐south  crosswalk  at  the  intersection  of  Industrial  Way  and  Park  Road,  there  are  no  pedestrian  crosswalks  in  the  TEC  area  at  intersections  or  mid‐block.  Sidewalks  can  only  be  found  at  a  few  isolated  sections  (Wanger  Street,  Industrial Way between Noyes Court and Park Road, East 2nd Street bridge over West Channel Road) with  the major roadways in the study area lacking any sidewalk, which is typical of industrial areas.                                       

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Figure 11: Benicia Industrial Park Needs and Deficiencies 

  Source: DKS Associates, 2015  

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Appendix A   Traffic Count Data

 

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

E 2ND STREET Eastbound Left Thru RIght 0 30 10 0 38 5 0 35 1 0 52 5 0 155 21

Groups Printed- All Vehicles E 2ND STREET PARK ROAD Westbound Northbound Left Thru RIght Left Thru RIght 13 46 0 0 0 3 14 61 0 1 0 1 12 80 0 5 0 7 20 75 0 1 0 9 59 262 0 7 0 20

: #1 PARK&E2NDAM :1 : 9/10/2014 :1

PARK ROAD Southbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Int. Total 102 120 140 162 524

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

54 40 38 21 153

6 9 6 7 28

12 11 7 12 42

56 30 32 32 150

0 0 0 0 0

4 2 1 2 9

0 0 0 0 0

11 3 8 3 25

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

143 95 92 77 407

Grand Total Apprch % Total %

0 0 0

308 86.3 33.1

49 13.7 5.3

101 19.7 10.8

412 80.3 44.3

0 0 0

16 26.2 1.7

0 0 0

45 73.8 4.8

0 0 0

0 0 0

0 0 0

931

Out

PARK ROAD In Total 0 0 0

0 Left

9/10/2014 07:00 AM 9/10/2014 08:45 AM All Vehicles

Left Thru RIght 16 0 45 150 Out

61 211 In Total PARK ROAD

E 2ND STREET Out In Total 353 513 866

North

101 Left

49 308 RIght Thru

0 Left

0 412 RIght Thru

E 2ND STREET Out In Total 428 357 785

0 0 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No E 2ND STREET E 2ND STREET Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 38 5 43 14 61 0 75 07:30 AM 0 35 1 36 12 80 0 92 07:45 AM 0 52 5 57 20 75 0 95 08:00 AM 0 54 6 60 12 56 0 68 Total Volume 0 179 17 196 58 272 0 330 % App. Total 0 91.3 8.7 17.6 82.4 0 PHF .000 .829 .708 .817 .725 .850 .000 .868

Out

Left

PARK ROAD Northbound Thru RIght

1 5 1 4 11 28.2 .550

0 0 0 0 0 0 .000

1 7 9 11 28 71.8 .636

App. Total

Left

2 12 10 15 39

0 0 0 0 0 0 .000

.650

: #1 PARK&E2NDAM :1 : 9/10/2014 :2 PARK ROAD Southbound Thru RIght

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

PARK ROAD In Total 0 0 0

0 0 RIght Thru

0 Left

0 Left

All Vehicles

Left Thru RIght 11 0 28 75 Out

39 114 In Total PARK ROAD

58 Left

17 179 RIght Thru

Peak Hour Begins at 07:15 AM

E 2ND STREET Out In Total 207 330 537

North

0 272 RIght Thru

E 2ND STREET Out In Total 283 196 479

Peak Hour Data

App. Total

Int. Total

0 0 0 0 0

120 140 162 143 565

.000

.872

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

E 2ND STREET Eastbound Left Thru RIght 0 56 2 0 63 1 0 85 4 0 61 0 0 265 7

Groups Printed- All Vehicles E 2ND STREET PARK ROAD Westbound Northbound Left Thru RIght Left Thru RIght 2 34 0 5 0 11 6 49 0 2 0 9 3 42 0 4 0 14 1 34 0 3 0 7 12 159 0 14 0 41

: #1 PARK&E2NDPM :1 : 9/10/2014 :1

PARK ROAD Southbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Int. Total 110 130 152 106 498

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

66 49 49 29 193

2 2 3 0 7

4 2 3 4 13

61 51 34 36 182

0 0 0 0 0

7 4 2 1 14

0 0 0 0 0

29 12 6 4 51

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

169 120 97 74 460

Grand Total Apprch % Total %

0 0 0

458 97 47.8

14 3 1.5

25 6.8 2.6

341 93.2 35.6

0 0 0

28 23.3 2.9

0 0 0

92 76.7 9.6

0 0 0

0 0 0

0 0 0

958

Out

PARK ROAD In Total 0 0 0

0 Left

9/10/2014 04:00 PM 9/10/2014 05:45 PM All Vehicles

Left Thru RIght 28 0 92 39 Out

120 159 In Total PARK ROAD

E 2ND STREET Out In Total 550 366 916

North

25 Left

14 458 RIght Thru

0 Left

0 341 RIght Thru

E 2ND STREET Out In Total 369 472 841

0 0 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No E 2ND STREET E 2ND STREET Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 63 1 64 6 49 0 55 04:30 PM 0 85 4 89 3 42 0 45 04:45 PM 0 61 0 61 1 34 0 35 05:00 PM 0 66 2 68 4 61 0 65 Total Volume 0 275 7 282 14 186 0 200 % App. Total 0 97.5 2.5 7 93 0 PHF .000 .809 .438 .792 .583 .762 .000 .769

Out

Left

PARK ROAD Northbound Thru RIght

2 4 3 7 16 21.3 .571

0 0 0 0 0 0 .000

9 14 7 29 59 78.7 .509

App. Total

Left

11 18 10 36 75

0 0 0 0 0 0 .000

.521

: #1 PARK&E2NDPM :1 : 9/10/2014 :2 PARK ROAD Southbound Thru RIght

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

PARK ROAD In Total 0 0 0

0 0 RIght Thru

0 Left

0 Left

All Vehicles

Left Thru RIght 16 0 59 21 Out

75 96 In Total PARK ROAD

14 Left

7 275 RIght Thru

Peak Hour Begins at 04:15 PM

E 2ND STREET Out In Total 334 200 534

North

0 186 RIght Thru

E 2ND STREET Out In Total 202 282 484

Peak Hour Data

App. Total

Int. Total

0 0 0 0 0

130 152 106 169 557

.000

.824

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

E 2ND STREET Eastbound Left Thru RIght 1 49 26 0 62 21 1 41 34 1 78 42 3 230 123

Groups Printed- All Vehicles E 2ND STREET INDUSTRIAL WAY Westbound Northbound Left Thru RIght Left Thru RIght 15 25 0 1 0 3 23 33 3 8 3 5 24 39 2 2 0 3 28 16 5 4 2 3 90 113 10 15 5 14

: #2 INDUSTRIAL&E2NDAM :2 : 9/10/2014 :1 INDUSTRIAL WAY Southbound Left Thru RIght 0 0 0 0 0 1 0 1 0 0 1 0 0 2 1

Int. Total 120 159 147 180 606

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 4 1 3 9

60 71 48 45 224

18 21 14 20 73

16 13 6 10 45

34 25 19 36 114

2 0 1 3 6

9 9 16 9 43

2 2 2 2 8

8 4 6 10 28

0 1 0 0 1

3 2 0 0 5

0 1 0 3 4

153 153 113 141 560

Grand Total Apprch % Total %

12 1.8 1

454 68.6 38.9

196 29.6 16.8

135 35.7 11.6

227 60.1 19.5

16 4.2 1.4

58 51.3 5

13 11.5 1.1

42 37.2 3.6

1 7.7 0.1

7 53.8 0.6

5 38.5 0.4

1166

INDUSTRIAL WAY Out In Total 41 13 54

12 Left 454 Thru

9/10/2014 07:00 AM 9/10/2014 08:45 AM All Vehicles

Left Thru RIght 58 13 42 338 113 451 Out In Total INDUSTRIAL WAY

E 2ND STREET Out In Total 497 378 875

North

135 Left

196 RIght

1 Left

16 227 RIght Thru

E 2ND STREET Out In Total 290 662 952

5 7 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No E 2ND STREET E 2ND STREET Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 62 21 83 23 33 3 59 07:30 AM 1 41 34 76 24 39 2 65 07:45 AM 1 78 42 121 28 16 5 49 08:00 AM 1 60 18 79 16 34 2 52 Total Volume 3 241 115 359 91 122 12 225 % App. Total 0.8 67.1 32 40.4 54.2 5.3 PHF .750 .772 .685 .742 .813 .782 .600 .865

: #2 INDUSTRIAL&E2NDAM :2 : 9/10/2014 :2

INDUSTRIAL WAY Northbound Left Thru RIght App. Total

INDUSTRIAL WAY Southbound Left Thru RIght App. Total

8 2 4 9 23 46.9 .639

0 0 0 0 0 0 .000

3 0 2 2 7 14.3 .583

5 3 3 8 19 38.8 .594

16 5 9 19 49 .645

0 1 1 3 5 83.3 .417

1 0 0 0 1 16.7 .250

INDUSTRIAL WAY Out In Total 22 6 28 1 5 RIght Thru

0 Left

3 Left

All Vehicles

Left Thru RIght 23 7 19 211 49 260 Out In Total INDUSTRIAL WAY

91 Left

115 241 RIght Thru

Peak Hour Begins at 07:15 AM

E 2ND STREET Out In Total 260 225 485

North

12 122 RIght Thru

E 2ND STREET Out In Total 146 359 505

Peak Hour Data

Int. Total

1 1 1 3 6

159 147 180 153 639

.500

.888

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

E 2ND STREET Eastbound Left Thru RIght 2 33 13 0 47 15 3 51 5 1 45 7 6 176 40

Groups Printed- All Vehicles E 2ND STREET INDUSTRIAL WAY Westbound Northbound Left Thru RIght Left Thru RIght 12 69 0 32 2 27 7 73 1 19 0 16 6 85 1 49 0 31 3 64 0 23 1 15 28 291 2 123 3 89

: #2 INDUSTRIAL&E2NDPM :2 : 9/10/2014 :1 INDUSTRIAL WAY Southbound Left Thru RIght 2 1 0 2 1 4 1 4 3 1 3 1 6 9 8

Int. Total 193 185 239 164 781

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

35 41 46 28 150

6 4 1 1 12

3 4 3 1 11

90 98 61 56 305

0 0 0 0 0

32 12 14 13 71

2 1 0 1 4

29 11 8 3 51

0 1 4 0 5

2 0 0 0 2

6 0 1 0 7

205 172 138 103 618

Grand Total Apprch % Total %

6 1.6 0.4

326 84.9 23.3

52 13.5 3.7

39 6.1 2.8

596 93.6 42.6

2 0.3 0.1

194 56.9 13.9

7 2.1 0.5

140 41.1 10

11 29.7 0.8

11 29.7 0.8

15 40.5 1.1

1399

INDUSTRIAL WAY Out In Total 15 37 52

9/10/2014 04:00 PM 9/10/2014 05:45 PM All Vehicles

Left Thru RIght 194 7 140 102 341 443 Out In Total INDUSTRIAL WAY

6 Left

E 2ND STREET Out In Total 477 637 1114

North

39 Left

52 326 RIght Thru

11 Left

2 596 RIght Thru

E 2ND STREET Out In Total 805 384 1189

15 11 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No E 2ND STREET E 2ND STREET Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 47 15 62 7 73 1 81 04:30 PM 3 51 5 59 6 85 1 92 04:45 PM 1 45 7 53 3 64 0 67 05:00 PM 0 35 6 41 3 90 0 93 Total Volume 4 178 33 215 19 312 2 333 % App. Total 1.9 82.8 15.3 5.7 93.7 0.6 PHF .333 .873 .550 .867 .679 .867 .500 .895

: #2 INDUSTRIAL&E2NDPM :2 : 9/10/2014 :2

INDUSTRIAL WAY Northbound Left Thru RIght App. Total

INDUSTRIAL WAY Southbound Left Thru RIght App. Total

19 49 23 32 123 56.7 .628

2 1 1 0 4 14.3 .500

0 0 1 2 3 1.4 .375

16 31 15 29 91 41.9 .734

35 80 39 63 217 .678

1 4 3 2 10 35.7 .625

4 3 1 6 14 50 .583

INDUSTRIAL WAY Out In Total 9 28 37 14 10 RIght Thru

4 Left

4 Left

All Vehicles

Left Thru RIght 123 3 91 62 217 279 Out In Total INDUSTRIAL WAY

19 Left

33 178 RIght Thru

Peak Hour Begins at 04:15 PM

E 2ND STREET Out In Total 273 333 606

North

2 312 RIght Thru

E 2ND STREET Out In Total 449 215 664

Peak Hour Data

Int. Total

7 8 5 8 28

185 239 164 205 793

.875

.829

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No Groups Printed- All Vehicles ROSE DRIVE E 2ND STREET Westbound Northbound Left Thru RIght Left Thru RIght 0 0 0 14 44 0 0 0 0 15 46 0 0 0 0 22 44 0 0 0 0 44 66 0 0 0 0 95 200 0

: #3 E2ND&ROSEAM :3 : 9/10/2014 :1

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

ROSE DRIVE Eastbound Left Thru RIght 26 0 72 36 0 90 34 0 155 51 0 119 147 0 436

E 2ND STREET Southbound Left Thru RIght 0 23 4 0 30 10 0 29 13 0 14 8 0 96 35

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

37 48 33 30 148

0 0 0 0 0

96 114 113 81 404

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

46 31 30 20 127

44 44 30 41 159

0 0 0 0 0

0 0 0 0 0

25 23 26 37 111

18 10 11 11 50

266 270 243 220 999

Grand Total Apprch % Total %

295 26 14.7

0 0 0

840 74 41.8

0 0 0

0 0 0

0 0 0

222 38.2 11.1

359 61.8 17.9

0 0 0

0 0 0

207 70.9 10.3

85 29.1 4.2

2008

E 2ND STREET Out In Total 654 292 946

1047 581 1628 Out In Total E 2ND STREET

295 Left 0 Thru 840 RIght

ROSE DRIVE In Total 0 0

Left Thru RIght 222 359 0

0 Left

All Vehicles

0

9/10/2014 07:00 AM 9/10/2014 08:45 AM

Out

North

0 0 RIght Thru

ROSE DRIVE Out In Total 307 1135 1442

85 207 0 RIght Thru Left

Int. Total 183 227 297 302 1009

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No ROSE DRIVE ROSE DRIVE Eastbound Westbound Left Thru RIght Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 34 0 155 189 0 0 0 07:45 AM 51 0 119 170 0 0 0 08:00 AM 37 0 96 133 0 0 0 08:15 AM 48 0 114 162 0 0 0 Total Volume 170 0 484 654 0 0 0 % App. Total 26 0 74 0 0 0 PHF .833 .000 .781 .865 .000 .000 .000

App. Total

0 0 0 0 0 .000

: #3 E2ND&ROSEAM :3 : 9/10/2014 :2

E 2ND STREET Northbound Left Thru RIght App. Total

E 2ND STREET Southbound Left Thru RIght App. Total Int. Total

22 44 46 31 143 41.9 .777

0 0 0 0 0 0 .000

44 66 44 44 198 58.1 .750

0 0 0 0 0 0 .000

66 110 90 75 341 .775

29 14 25 23 91 65 .784

E 2ND STREET Out In Total 368 140 508 49 91 RIght Thru

0 Left

170 Left 484 0 RIght Thru

0

Left Thru RIght 143 198 0 575 341 916 Out In Total E 2ND STREET

ROSE DRIVE In Total 0 0

Left

All Vehicles

0

Peak Hour Begins at 07:30 AM

Out

North

0 0 RIght Thru

ROSE DRIVE Out In Total 192 654 846

Peak Hour Data

13 8 18 10 49 35 .681

42 22 43 33 140

297 302 266 270 1135

.814

.940

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

ROSE DRIVE Eastbound Left Thru RIght 22 0 57 19 0 49 17 0 42 24 0 63 82 0 211

Groups Printed- All Vehicles ROSE DRIVE E 2ND STREET Westbound Northbound Left Thru RIght Left Thru RIght 0 0 0 73 23 0 0 0 0 74 47 0 0 0 0 92 35 0 0 0 0 109 29 0 0 0 0 348 134 0

: #3 E2ND&ROSEPM :3 : 9/10/2014 :1

E 2ND STREET Southbound Left Thru RIght 0 71 27 0 62 36 0 87 51 0 52 32 0 272 146

Int. Total 273 287 324 309 1193

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

20 12 20 7 59

0 0 0 0 0

60 57 47 68 232

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

120 105 92 101 418

27 29 31 17 104

0 0 0 0 0

0 0 0 0 0

82 57 37 34 210

49 55 37 34 175

358 315 264 261 1198

Grand Total Apprch % Total %

141 24.1 5.9

0 0 0

443 75.9 18.5

0 0 0

0 0 0

0 0 0

766 76.3 32

238 23.7 10

0 0 0

0 0 0

482 60 20.2

321 40 13.4

2391

E 2ND STREET Out In Total 379 803 1182

925 1004 1929 Out In Total E 2ND STREET

141 Left 0 Thru 443 RIght

ROSE DRIVE In Total 0 0

Left Thru RIght 766 238 0

0 Left

All Vehicles

0

9/10/2014 04:00 PM 9/10/2014 05:45 PM

Out

North

0 0 RIght Thru

ROSE DRIVE Out In Total 1087 584 1671

321 482 0 RIght Thru Left

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No ROSE DRIVE ROSE DRIVE Eastbound Westbound Left Thru RIght Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 17 0 42 59 0 0 0 04:45 PM 24 0 63 87 0 0 0 05:00 PM 20 0 60 80 0 0 0 05:15 PM 12 0 57 69 0 0 0 Total Volume 73 0 222 295 0 0 0 % App. Total 24.7 0 75.3 0 0 0 PHF .760 .000 .881 .848 .000 .000 .000

App. Total

0 0 0 0 0 .000

: #3 E2ND&ROSEPM :3 : 9/10/2014 :2

E 2ND STREET Northbound Left Thru RIght App. Total

E 2ND STREET Southbound Left Thru RIght App. Total

92 109 120 105 426 78 .888

0 0 0 0 0 0 .000

35 29 27 29 120 22 .857

0 0 0 0 0 0 .000

127 138 147 134 546 .929

87 52 82 57 278 59.8 .799

51 32 49 55 187 40.2 .850

E 2ND STREET Out In Total 193 465 658 187 278 0 RIght Thru Left

73 Left 222 0 RIght Thru

0

Left Thru RIght 426 120 0 500 546 1046 Out In Total E 2ND STREET

ROSE DRIVE In Total 0 0

Left

All Vehicles

0

Peak Hour Begins at 04:30 PM

Out

North

0 0 RIght Thru

ROSE DRIVE Out In Total 613 295 908

Peak Hour Data

Int. Total

138 84 131 112 465

324 309 358 315 1306

.842

.912

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

I-780 WB RAMPS Eastbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

: #4 E2ND&I-780WBRAMPSAM :4 : 9/10/2014 :1

Groups Printed- All Vehicles I-780 WB RAMPS E 2ND STREET Westbound Northbound Left Thru RIght Left Thru RIght 17 8 10 21 61 0 22 5 18 29 69 4 33 4 16 24 71 5 26 9 24 37 131 14 98 26 68 111 332 23

E 2ND STREET Southbound Left Thru RIght 0 89 37 0 89 40 0 160 94 0 121 65 0 459 236

Int. Total 243 276 407 427 1353

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

30 39 39 32 140

12 31 27 2 72

24 34 19 18 95

33 29 34 35 131

116 93 49 68 326

30 30 4 3 67

3 3 0 2 8

100 118 142 108 468

50 56 57 40 203

398 433 371 308 1510

Grand Total Apprch % Total %

0 0 0

0 0 0

0 0 0

238 47.7 8.3

98 19.6 3.4

163 32.7 5.7

242 24.4 8.5

658 66.5 23

90 9.1 3.1

8 0.6 0.3

927 67.5 32.4

439 32 15.3

2863

E 2ND STREET Out In Total 821 1374 2195

0 Left

98 Thru

All Vehicles

Left Thru RIght 242 658 90 1165 990 2155 Out In Total E 2ND STREET

238 Left

0 0 RIght Thru

9/10/2014 07:00 AM 9/10/2014 08:45 AM

I-780 WB RAMPS Out In Total 98 499 597

North

163 RIght

I-780 WB RAMPS Out In Total 779 0 779

439 927 8 RIght Thru Left

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No I-780 WB RAMPS I-780 WB RAMPS Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 33 4 16 53 07:45 AM 0 0 0 0 26 9 24 59 08:00 AM 0 0 0 0 30 12 24 66 08:15 AM 0 0 0 0 39 31 34 104 Total Volume 0 0 0 0 128 56 98 282 % App. Total 0 0 0 45.4 19.9 34.8 PHF .000 .000 .000 .000 .821 .452 .721 .678

: #4 E2ND&I-780WBRAMPSAM :4 : 9/10/2014 :2

E 2ND STREET Northbound Left Thru RIght App. Total

E 2ND STREET Southbound Left Thru RIght App. Total

24 37 33 29 123 20.1 .831

0 0 3 3 6 0.8 .500

71 131 116 93 411 67 .784

5 14 30 30 79 12.9 .658

100 182 179 152 613 .842

160 121 100 118 499 64.8 .780

94 65 50 56 265 34.4 .705

E 2ND STREET Out In Total 509 770 1279 265 499 6 RIght Thru Left

0 Left

All Vehicles

Left Thru RIght 123 411 79 627 613 1240 Out In Total E 2ND STREET

128 Left

0 0 RIght Thru

Peak Hour Begins at 07:30 AM

I-780 WB RAMPS Out In Total 85 282 367

North

98 56 RIght Thru

I-780 WB RAMPS Out In Total 444 0 444

Peak Hour Data

Int. Total

254 186 153 177 770

407 427 398 433 1665

.758

.961

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

I-780 WB RAMPS Eastbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

: #4 E2ND&I-780WBRAMPSPM :4 : 9/10/2014 :1

Groups Printed- All Vehicles I-780 WB RAMPS E 2ND STREET Westbound Northbound Left Thru RIght Left Thru RIght 54 4 41 57 69 3 48 3 66 49 93 2 49 5 53 61 86 9 60 6 74 51 112 14 211 18 234 218 360 28

E 2ND STREET Southbound Left Thru RIght 0 95 70 0 92 55 1 95 79 1 91 53 2 373 257

Int. Total 393 408 438 462 1701

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

69 61 67 61 258

9 5 6 17 37

68 70 63 54 255

68 73 57 50 248

132 96 91 112 431

13 14 7 7 41

0 3 2 0 5

108 98 71 104 381

55 57 55 39 206

522 477 419 444 1862

Grand Total Apprch % Total %

0 0 0

0 0 0

0 0 0

469 46.3 13.2

55 5.4 1.5

489 48.3 13.7

466 35.1 13.1

791 59.7 22.2

69 5.2 1.9

7 0.6 0.2

754 61.6 21.2

463 37.8 13

3563

E 2ND STREET Out In Total 1280 1224 2504

0 Left

55 Thru

All Vehicles

Left Thru RIght 466 791 69 1223 1326 2549 Out In Total E 2ND STREET

469 Left

0 0 RIght Thru

9/10/2014 04:00 PM 9/10/2014 05:45 PM

I-780 WB RAMPS Out In Total 76 1013 1089

North

489 RIght

I-780 WB RAMPS Out In Total 984 0 984

463 754 7 RIght Thru Left

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No I-780 WB RAMPS I-780 WB RAMPS Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 49 5 53 107 04:45 PM 0 0 0 0 60 6 74 140 05:00 PM 0 0 0 0 69 9 68 146 05:15 PM 0 0 0 0 61 5 70 136 Total Volume 0 0 0 0 239 25 265 529 % App. Total 0 0 0 45.2 4.7 50.1 PHF .000 .000 .000 .000 .866 .694 .895 .906

: #4 E2ND&I-780WBRAMPSPM :4 : 9/10/2014 :2

E 2ND STREET Northbound Left Thru RIght App. Total

E 2ND STREET Southbound Left Thru RIght App. Total

61 51 68 73 253 34.7 .866

1 1 0 3 5 0.8 .417

86 112 132 96 426 58.4 .807

9 14 13 14 50 6.9 .893

156 177 213 183 729 .856

95 91 108 98 392 61.2 .907

79 53 55 57 244 38.1 .772

E 2ND STREET Out In Total 691 641 1332 244 392 5 RIght Thru Left

0 Left

All Vehicles

Left Thru RIght 253 426 50 631 729 1360 Out In Total E 2ND STREET

239 Left

0 0 RIght Thru

Peak Hour Begins at 04:30 PM

I-780 WB RAMPS Out In Total 55 529 584

North

265 25 RIght Thru

I-780 WB RAMPS Out In Total 522 0 522

Peak Hour Data

Int. Total

175 145 163 158 641

438 462 522 477 1899

.916

.909

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

I-780 EB RAMPS Eastbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

: #5 E2ND&I-780EBRAMPSAM :5 : 9/10/2014 :1

Groups Printed- All Vehicles I-780 EB RAMPS E 2ND STREET Westbound Northbound Left Thru RIght Left Thru RIght 22 0 47 0 41 50 29 0 53 0 50 60 13 0 42 0 60 67 50 0 77 0 89 58 114 0 219 0 240 235

E 2ND STREET Southbound Left Thru RIght 61 46 0 62 52 0 94 99 0 63 83 0 280 280 0

Int. Total 267 306 375 420 1368

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

41 30 36 54 161

0 0 0 0 0

71 82 31 28 212

0 0 0 0 0

106 79 63 72 320

47 51 39 36 173

56 64 70 47 237

73 91 109 104 377

0 0 0 0 0

394 397 348 341 1480

Grand Total Apprch % Total %

0 0 0

0 0 0

0 0 0

275 39 9.7

0 0 0

431 61 15.1

0 0 0

560 57.9 19.7

408 42.1 14.3

517 44 18.2

657 56 23.1

0 0 0

2848

E 2ND STREET Out In Total 991 1174 2165

0 Left

0 Thru

All Vehicles

Left Thru RIght 0 560 408 932 968 1900 Out In Total E 2ND STREET

275 Left

0 0 RIght Thru

9/10/2014 07:00 AM 9/10/2014 08:45 AM

I-780 EB RAMPS Out In Total 925 706 1631

North

431 RIght

I-780 EB RAMPS Out In Total 0 0 0

0 657 517 RIght Thru Left

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No I-780 EB RAMPS I-780 EB RAMPS Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 0 13 0 42 55 07:45 AM 0 0 0 0 50 0 77 127 08:00 AM 0 0 0 0 41 0 71 112 08:15 AM 0 0 0 0 30 0 82 112 Total Volume 0 0 0 0 134 0 272 406 % App. Total 0 0 0 33 0 67 PHF .000 .000 .000 .000 .670 .000 .829 .799

: #5 E2ND&I-780EBRAMPSAM :5 : 9/10/2014 :2

E 2ND STREET Northbound Left Thru RIght App. Total

E 2ND STREET Southbound Left Thru RIght App. Total

0 0 0 0 0 0 .000

94 63 56 64 277 44.5 .737

60 89 106 79 334 60 .788

67 58 47 51 223 40 .832

127 147 153 130 557 .910

99 83 73 91 346 55.5 .874

0 0 0 0 0 0 .000

E 2ND STREET Out In Total 606 623 1229 0 346 277 RIght Thru Left

0 Left

All Vehicles

Left Thru RIght 0 334 223 480 557 1037 Out In Total E 2ND STREET

134 Left

0 0 RIght Thru

Peak Hour Begins at 07:30 AM

I-780 EB RAMPS Out In Total 500 406 906

North

272 0 RIght Thru

I-780 EB RAMPS Out In Total 0 0 0

Peak Hour Data

Int. Total

193 146 129 155 623

375 420 394 397 1586

.807

.944

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

I780-EB RAMPS Eastbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

: #5 E2ND&I-780EBRAMPSPM :5 : 9/10/2014 :1

Groups Printed- All Vehicles I780-EB RAMPS E 2ND STREET Westbound Northbound Left Thru RIght Left Thru RIght 56 0 34 0 101 35 58 0 39 0 102 32 50 0 30 0 118 37 68 0 41 0 129 41 232 0 144 0 450 145

E 2ND STREET Southbound Left Thru RIght 25 114 0 28 103 0 39 124 0 30 120 0 122 461 0

Int. Total 365 362 398 429 1554

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

62 63 59 72 256

0 0 0 0 0

57 45 47 45 194

0 0 0 0 0

168 134 114 113 529

30 28 28 21 107

18 41 29 31 119

132 138 117 123 510

0 0 0 0 0

467 449 394 405 1715

Grand Total Apprch % Total %

0 0 0

0 0 0

0 0 0

488 59.1 14.9

0 0 0

338 40.9 10.3

0 0 0

979 79.5 29.9

252 20.5 7.7

241 19.9 7.4

971 80.1 29.7

0 0 0

3269

E 2ND STREET Out In Total 1317 1212 2529

0 Left

0 Thru

All Vehicles

Left Thru RIght 0 979 252 1459 1231 2690 Out In Total E 2ND STREET

488 Left

0 0 RIght Thru

9/10/2014 04:00 PM 9/10/2014 05:45 PM

I780-EB RAMPS Out In Total 493 826 1319

North

338 RIght

I780-EB RAMPS Out In Total 0 0 0

0 971 241 RIght Thru Left

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No I780-EB RAMPS I780-EB RAMPS Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 50 0 30 80 04:45 PM 0 0 0 0 68 0 41 109 05:00 PM 0 0 0 0 62 0 57 119 05:15 PM 0 0 0 0 63 0 45 108 Total Volume 0 0 0 0 243 0 173 416 % App. Total 0 0 0 58.4 0 41.6 PHF .000 .000 .000 .000 .893 .000 .759 .874

: #5 E2ND&I-780EBRAMPSPM :5 : 9/10/2014 :2

E 2ND STREET Northbound Left Thru RIght App. Total

E 2ND STREET Southbound Left Thru RIght App. Total

0 0 0 0 0 0 .000

39 30 18 41 128 19.9 .780

118 129 168 134 549 80.1 .817

37 41 30 28 136 19.9 .829

155 170 198 162 685 .865

124 120 132 138 514 80.1 .931

0 0 0 0 0 0 .000

E 2ND STREET Out In Total 722 642 1364 0 514 128 RIght Thru Left

0 Left

All Vehicles

Left Thru RIght 0 549 136 757 685 1442 Out In Total E 2ND STREET

243 Left

0 0 RIght Thru

Peak Hour Begins at 04:30 PM

I780-EB RAMPS Out In Total 264 416 680

North

173 0 RIght Thru

I780-EB RAMPS Out In Total 0 0 0

Peak Hour Data

Int. Total

163 150 150 179 642

398 429 467 449 1743

.897

.933

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD Eastbound

: #6 OLDLAKEHERMAN&LAKEHERMANAM :6 : 9/10/2014 :1

Groups Printed- All Vehicles OLD LAKE HERMAN ROAD Northbound Left Thru RIght Left Thru RIght 1 2 0 5 0 0 1 4 0 2 0 0 1 4 0 5 0 0 0 7 0 6 0 1 3 17 0 18 0 1

LAKE HERMAN ROAD Westbound

OLD LAKE HERMAN ROAD Southbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

Left 0 0 0 0 0

Thru 21 22 20 23 86

RIght 17 25 20 31 93

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

18 17 21 13 69

22 21 11 12 66

0 0 0 1 1

1 3 6 8 18

0 0 0 0 0

4 8 7 9 28

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

45 49 45 43 182

Grand Total Apprch % Total %

0 0 0

155 49.4 38.8

159 50.6 39.8

4 10.3 1

35 89.7 8.8

0 0 0

46 97.9 11.5

0 0 0

1 2.1 0.2

0 0 0

0 0 0

0 0 0

400

OLD LAKE HERMAN ROAD Out In Total 0 0 0

0 Left 155 Thru

9/10/2014 07:00 AM 9/10/2014 08:45 AM All Vehicles

Left Thru RIght 46 0 1 163 47 210 Out In Total OLD LAKE HERMAN ROAD

LAKE HERMAN ROAD Out In Total 156 39 195

North

4 Left

159 RIght

0 Left

0 35 RIght Thru

LAKE HERMAN ROAD Out In Total 81 314 395

0 0 RIght Thru

Int. Total 46 54 50 68 218

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD Eastbound

LAKE HERMAN ROAD Westbound

Left Thru RIght Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 21 17 38 1 2 0 07:15 AM 0 22 25 47 1 4 0 07:30 AM 0 20 20 40 1 4 0 07:45 AM 0 23 31 54 0 7 0 Total Volume 0 86 93 179 3 17 0 % App. Total 0 48 52 15 85 0 PHF .000 .935 .750 .829 .750 .607 .000

App. Total

3 5 5 7 20 .714

: #6 OLDLAKEHERMAN&LAKEHERMANAM :6 : 9/10/2014 :2

OLD LAKE HERMAN ROAD Northbound Left Thru RIght App. Total

OLD LAKE HERMAN ROAD Southbound Left Thru RIght App. Total

5 2 5 6 18 94.7 .750

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 1 1 5.3 .250

5 2 5 7 19 .679

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

OLD LAKE HERMAN ROAD Out In Total 0 0 0 0 0 RIght Thru

0 Left

0 Left

All Vehicles

Left Thru RIght 18 0 1 96 19 115 Out In Total OLD LAKE HERMAN ROAD

3 Left

93 86 RIght Thru

Peak Hour Begins at 07:00 AM

LAKE HERMAN ROAD Out In Total 87 20 107

North

0 17 RIght Thru

LAKE HERMAN ROAD Out In Total 35 179 214

Peak Hour Data

Int. Total

0 0 0 0 0

46 54 50 68 218

.000

.801

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD Eastbound

: #6 OLDLAKEHERMAN&LAKEHERMANPM :6 : 9/10/2014 :1

Groups Printed- All Vehicles OLD LAKE HERMAN ROAD Northbound Left Thru RIght Left Thru RIght 1 29 0 33 0 0 0 27 0 12 0 1 2 26 0 38 0 0 0 20 0 20 0 0 3 102 0 103 0 1

LAKE HERMAN ROAD Westbound

OLD LAKE HERMAN ROAD Southbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

Left 0 0 0 0 0

Thru 4 8 5 7 24

RIght 12 15 12 11 50

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

6 9 7 6 28

5 10 5 11 31

1 1 0 0 2

28 32 29 21 110

0 0 0 0 0

40 20 13 14 87

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

80 72 54 52 258

Grand Total Apprch % Total %

0 0 0

52 39.1 9.6

81 60.9 15

5 2.3 0.9

212 97.7 39.2

0 0 0

190 99.5 35.1

0 0 0

1 0.5 0.2

0 0 0

0 0 0

0 0 0

541

OLD LAKE HERMAN ROAD Out In Total 0 0 0

9/10/2014 04:00 PM 9/10/2014 05:45 PM All Vehicles

Left Thru RIght 190 0 1 86 191 277 Out In Total OLD LAKE HERMAN ROAD

0 Left

LAKE HERMAN ROAD Out In Total 53 217 270

North

5 Left

81 52 RIght Thru

0 Left

0 212 RIght Thru

LAKE HERMAN ROAD Out In Total 402 133 535

0 0 RIght Thru

Int. Total 79 63 83 58 283

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD Eastbound

LAKE HERMAN ROAD Westbound

Left Thru RIght Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 5 12 17 2 26 0 04:45 PM 0 7 11 18 0 20 0 05:00 PM 0 6 5 11 1 28 0 05:15 PM 0 9 10 19 1 32 0 Total Volume 0 27 38 65 4 106 0 % App. Total 0 41.5 58.5 3.6 96.4 0 PHF .000 .750 .792 .855 .500 .828 .000

App. Total

28 20 29 33 110 .833

: #6 OLDLAKEHERMAN&LAKEHERMANPM :6 : 9/10/2014 :2

OLD LAKE HERMAN ROAD Northbound Left Thru RIght App. Total

OLD LAKE HERMAN ROAD Southbound Left Thru RIght App. Total

38 20 40 20 118 100 .738

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

38 20 40 20 118 .738

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

OLD LAKE HERMAN ROAD Out In Total 0 0 0 0 0 RIght Thru

0 Left

0 Left

All Vehicles

Left Thru RIght 118 0 0 42 118 160 Out In Total OLD LAKE HERMAN ROAD

4 Left

38 27 RIght Thru

Peak Hour Begins at 04:30 PM

LAKE HERMAN ROAD Out In Total 27 110 137

North

0 106 RIght Thru

LAKE HERMAN ROAD Out In Total 224 65 289

Peak Hour Data

Int. Total

0 0 0 0 0

83 58 80 72 293

.000

.883

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD Eastbound

: #7 E2ND&LAKEHERMANAM :7 : 9/10/2014 :1

Groups Printed- All Vehicles E 2ND STREET/LOPES ROAD Northbound Left Thru RIght Left Thru RIght 56 4 5 2 0 40 100 2 1 1 2 49 102 5 4 2 2 49 113 4 2 1 2 57 371 15 12 6 6 195

LAKE HERMAN ROAD Westbound

E 2ND STREET/LOPES ROAD Southbound Left Thru RIght 9 8 1 5 8 0 2 5 0 7 7 1 23 28 2

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

Left 1 0 0 0 1

Thru 13 14 17 18 62

RIght 7 6 4 6 23

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

1 0 4 1 6

13 17 10 8 48

4 1 9 4 18

77 61 61 58 257

1 2 7 7 17

0 0 1 5 6

0 1 4 2 7

5 2 2 1 10

66 54 58 42 220

7 1 1 4 13

7 5 4 3 19

0 0 1 2 3

181 144 162 137 624

Grand Total Apprch % Total %

7 4.4 0.5

110 69.6 8

41 25.9 3

628 92.6 45.9

32 4.7 2.3

18 2.7 1.3

13 2.9 1

16 3.6 1.2

415 93.5 30.3

36 40.9 2.6

47 53.4 3.4

5 5.7 0.4

1368

E 2ND STREET/LOPES ROAD Out In Total 41 88 129

9/10/2014 07:00 AM 9/10/2014 08:45 AM All Vehicles

Left Thru RIght 13 16 415 716 444 1160 Out In Total E 2ND STREET/LOPES ROAD

7 Left

LAKE HERMAN ROAD Out In Total 561 678 1239

North

628 Left

41 110 RIght Thru

36 Left

18 32 RIght Thru

LAKE HERMAN ROAD Out In Total 50 158 208

5 47 RIght Thru

Int. Total 146 188 192 218 744

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD Eastbound

LAKE HERMAN ROAD Westbound

Left Thru RIght Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 14 6 20 100 2 1 07:30 AM 0 17 4 21 102 5 4 07:45 AM 0 18 6 24 113 4 2 08:00 AM 1 13 4 18 77 1 0 Total Volume 1 62 20 83 392 12 7 % App. Total 1.2 74.7 24.1 95.4 2.9 1.7 PHF .250 .861 .833 .865 .867 .600 .438

App. Total

103 111 119 78 411 .863

: #7 E2ND&LAKEHERMANAM :7 : 9/10/2014 :2

E 2ND STREET/LOPES ROAD Northbound Left Thru RIght App. Total

E 2ND STREET/LOPES ROAD Southbound Left Thru RIght App. Total

1 2 1 0 4 1.7 .500

5 2 7 7 21 42.9 .750

2 2 2 5 11 4.7 .550

49 49 57 66 221 93.6 .837

52 53 60 71 236 .831

8 5 7 7 27 55.1 .844

0 0 1 0 1 2 .250

E 2ND STREET/LOPES ROAD Out In Total 19 49 68 1 27 RIght Thru

21 Left

1 Left

All Vehicles

Left Thru RIght 4 11 221 439 236 675 Out In Total E 2ND STREET/LOPES ROAD

392 Left

20 62 RIght Thru

Peak Hour Begins at 07:15 AM

LAKE HERMAN ROAD Out In Total 304 411 715

North

7 12 RIght Thru

LAKE HERMAN ROAD Out In Total 17 83 100

Peak Hour Data

Int. Total

13 7 15 14 49

188 192 218 181 779

.817

.893

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD Eastbound

: #7 E2ND&LAKEHERMANPM :7 : 9/10/2014 :1

Groups Printed- All Vehicles E 2ND STREET/LOPES ROAD Northbound Left Thru RIght Left Thru RIght 48 17 6 10 9 72 61 22 11 3 6 94 53 22 9 5 17 110 54 15 6 4 5 79 216 76 32 22 37 355

LAKE HERMAN ROAD Westbound

E 2ND STREET/LOPES ROAD Southbound Left Thru RIght 3 1 1 4 2 3 6 2 0 7 0 1 20 5 5

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

Left 1 1 3 1 6

Thru 4 4 4 5 17

RIght 3 2 2 3 10

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

1 2 1 3 7

7 6 5 3 21

4 1 1 2 8

65 55 47 44 211

22 24 22 17 85

9 7 1 6 23

10 4 4 0 18

20 10 4 7 41

103 78 73 46 300

1 5 3 1 10

4 5 2 0 11

0 5 1 4 10

246 202 164 133 745

Grand Total Apprch % Total %

13 18.8 0.8

38 55.1 2.5

18 26.1 1.2

427 66.4 27.6

161 25 10.4

55 8.6 3.6

40 5.2 2.6

78 10.1 5

655 84.7 42.4

30 49.2 1.9

16 26.2 1

15 24.6 1

1546

E 2ND STREET/LOPES ROAD Out In Total 146 61 207

9/10/2014 04:00 PM 9/10/2014 05:45 PM All Vehicles

Left Thru RIght 40 78 655 461 773 1234 Out In Total E 2ND STREET/LOPES ROAD

13 Left

LAKE HERMAN ROAD Out In Total 723 643 1366

North

427 Left

18 38 RIght Thru

30 Left

55 161 RIght Thru

LAKE HERMAN ROAD Out In Total 216 69 285

15 16 RIght Thru

Int. Total 175 213 233 180 801

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD Eastbound

LAKE HERMAN ROAD Westbound

Left Thru RIght Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 1 4 2 7 61 22 11 04:30 PM 3 4 2 9 53 22 9 04:45 PM 1 5 3 9 54 15 6 05:00 PM 1 7 4 12 65 22 9 Total Volume 6 20 11 37 233 81 35 % App. Total 16.2 54.1 29.7 66.8 23.2 10 PHF .500 .714 .688 .771 .896 .920 .795

App. Total

94 84 75 96 349 .909

: #7 E2ND&LAKEHERMANPM :7 : 9/10/2014 :2

E 2ND STREET/LOPES ROAD Northbound Left Thru RIght App. Total

E 2ND STREET/LOPES ROAD Southbound Left Thru RIght App. Total

3 5 4 10 22 4.8 .550

4 6 7 1 18 60 .643

6 17 5 20 48 10.5 .600

94 110 79 103 386 84.6 .877

103 132 88 133 456 .857

2 2 0 4 8 26.7 .500

3 0 1 0 4 13.3 .333

E 2ND STREET/LOPES ROAD Out In Total 89 30 119 4 8 RIght Thru

18 Left

6 Left

All Vehicles

Left Thru RIght 22 48 386 252 456 708 Out In Total E 2ND STREET/LOPES ROAD

233 Left

11 20 RIght Thru

Peak Hour Begins at 04:15 PM

LAKE HERMAN ROAD Out In Total 424 349 773

North

35 81 RIght Thru

LAKE HERMAN ROAD Out In Total 107 37 144

Peak Hour Data

Int. Total

9 8 8 5 30

213 233 180 246 872

.833

.886

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

LAKE HERMAN ROAD Eastbound Left Thru RIght 0 41 22 0 47 22 0 40 25 0 60 22 0 188 91

: #8 I-680SBRAMPS&LAKEHERMANAM :8 : 9/10/2014 :1

Groups Printed- All Vehicles LAKE HERMAN ROAD I-680 SB RAMPS Westbound Northbound Left Thru RIght Left Thru RIght 17 16 0 0 0 0 17 21 0 0 0 0 13 32 0 0 0 0 15 39 0 0 0 0 62 108 0 0 0 0

I-680 SB RAMPS Southbound Left Thru RIght 37 0 49 43 0 82 37 0 80 30 0 79 147 0 290

Int. Total 182 232 227 245 886

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

58 44 47 35 184

31 25 23 20 99

22 23 22 22 89

30 25 33 31 119

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

38 29 24 24 115

0 0 0 0 0

49 38 37 39 163

228 184 186 171 769

Grand Total Apprch % Total %

0 0 0

372 66.2 22.5

190 33.8 11.5

151 39.9 9.1

227 60.1 13.7

0 0 0

0 0 0

0 0 0

0 0 0

262 36.6 15.8

0 0 0

453 63.4 27.4

1655

Out

I-680 SB RAMPS In Total 0 715 715

0 Left 372 Thru

9/10/2014 07:00 AM 9/10/2014 08:45 AM All Vehicles

Left Thru RIght 0 0 0 341 0 341 Out In Total I-680 SB RAMPS

LAKE HERMAN ROAD Out In Total 634 378 1012

North

151 Left

190 RIght

262 Left

0 227 RIght Thru

LAKE HERMAN ROAD Out In Total 680 562 1242

453 0 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD LAKE HERMAN ROAD Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 47 22 69 17 21 0 38 07:30 AM 0 40 25 65 13 32 0 45 07:45 AM 0 60 22 82 15 39 0 54 08:00 AM 0 58 31 89 22 30 0 52 Total Volume 0 205 100 305 67 122 0 189 % App. Total 0 67.2 32.8 35.4 64.6 0 PHF .000 .854 .806 .857 .761 .782 .000 .875

Out

: #8 I-680SBRAMPS&LAKEHERMANAM :8 : 9/10/2014 :2

I-680 SB RAMPS Northbound Left Thru RIght App. Total

I-680 SB RAMPS Southbound Left Thru RIght App. Total

0 0 0 0 0 0 .000

43 37 30 38 148 33.8 .860

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 .000

0 0 0 0 0 0 .000

82 80 79 49 290 66.2 .884

I-680 SB RAMPS In Total 0 438 438

290 0 RIght Thru

148 Left

0 Left

All Vehicles

Left Thru RIght 0 0 0 167 0 167 Out In Total I-680 SB RAMPS

67 Left

100 205 RIght Thru

Peak Hour Begins at 07:15 AM

LAKE HERMAN ROAD Out In Total 353 189 542

North

0 122 RIght Thru

LAKE HERMAN ROAD Out In Total 412 305 717

Peak Hour Data

Int. Total

125 117 109 87 438

232 227 245 228 932

.876

.951

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

LAKE HERMAN ROAD Eastbound Left Thru RIght 0 48 30 0 70 33 0 80 41 0 61 28 0 259 132

: #8 I-680SBRAMPS&LAKEHERMANPM :8 : 9/10/2014 :1

Groups Printed- All Vehicles LAKE HERMAN ROAD I-680 SB RAMPS Westbound Northbound Left Thru RIght Left Thru RIght 40 41 0 0 0 0 45 51 0 0 0 0 46 41 0 0 0 0 48 38 0 0 0 0 179 171 0 0 0 0

I-680 SB RAMPS Southbound Left Thru RIght 8 0 29 7 0 43 8 0 46 9 0 38 32 0 156

Int. Total 196 249 262 222 929

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

72 54 53 35 214

41 35 24 21 121

50 44 35 19 148

46 40 38 37 161

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

8 9 6 1 24

0 1 2 0 3

51 44 32 33 160

268 227 190 146 831

Grand Total Apprch % Total %

0 0 0

473 65.2 26.9

253 34.8 14.4

327 49.6 18.6

332 50.4 18.9

0 0 0

0 0 0

0 0 0

0 0 0

56 14.9 3.2

3 0.8 0.2

316 84.3 18

1760

Out

I-680 SB RAMPS In Total 0 375 375

0 Left 473 Thru

9/10/2014 04:00 PM 9/10/2014 05:45 PM All Vehicles

Left Thru RIght 0 0 0 583 0 583 Out In Total I-680 SB RAMPS

LAKE HERMAN ROAD Out In Total 529 659 1188

North

327 Left

253 RIght

56 Left

0 332 RIght Thru

LAKE HERMAN ROAD Out In Total 648 726 1374

316 3 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD LAKE HERMAN ROAD Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 70 33 103 45 51 0 96 04:30 PM 0 80 41 121 46 41 0 87 04:45 PM 0 61 28 89 48 38 0 86 05:00 PM 0 72 41 113 50 46 0 96 Total Volume 0 283 143 426 189 176 0 365 % App. Total 0 66.4 33.6 51.8 48.2 0 PHF .000 .884 .872 .880 .945 .863 .000 .951

Out

: #8 I-680SBRAMPS&LAKEHERMANPM :8 : 9/10/2014 :2

I-680 SB RAMPS Northbound Left Thru RIght App. Total

I-680 SB RAMPS Southbound Left Thru RIght App. Total

0 0 0 0 0 0 .000

7 8 9 8 32 15.2 .889

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 .000

0 0 0 0 0 0 .000

43 46 38 51 178 84.8 .873

I-680 SB RAMPS In Total 0 210 210

178 0 RIght Thru

32 Left

0 Left

All Vehicles

Left Thru RIght 0 0 0 332 0 332 Out In Total I-680 SB RAMPS

189 Left

143 283 RIght Thru

Peak Hour Begins at 04:15 PM

LAKE HERMAN ROAD Out In Total 315 365 680

North

0 176 RIght Thru

LAKE HERMAN ROAD Out In Total 354 426 780

Peak Hour Data

Int. Total

50 54 47 59 210

249 262 222 268 1001

.890

.934

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

LAKE HERMAN ROAD Eastbound Left Thru RIght 14 48 25 15 42 24 14 40 25 17 45 28 60 175 102

: #9 I-680NBRAMPS&LAKEHERMANAM :9 : 9/10/2014 :1

Groups Printed- All Vehicles LAKE HERMAN ROAD I-680 NB RAMPS Westbound Northbound Left Thru RIght Left Thru RIght 1 4 5 15 22 28 2 12 3 13 25 40 3 13 1 22 22 33 3 5 4 33 18 53 9 34 13 83 87 154

I-680 NB RAMPS Southbound Left Thru RIght 10 5 14 9 11 16 10 11 5 13 7 14 42 34 49

Int. Total 191 212 199 240 842

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

18 15 9 16 58

44 38 30 25 137

29 21 30 22 102

1 1 3 4 9

5 9 13 20 47

5 5 4 2 16

28 19 19 17 83

14 23 18 18 73

47 36 21 17 121

4 6 4 5 19

11 10 12 9 42

19 19 20 19 77

225 202 183 174 784

Grand Total Apprch % Total %

118 18.6 7.3

312 49.2 19.2

204 32.2 12.5

18 14.1 1.1

81 63.3 5

29 22.7 1.8

166 27.6 10.2

160 26.6 9.8

275 45.8 16.9

61 23.2 3.8

76 28.9 4.7

126 47.9 7.7

1626

I-680 NB RAMPS Out In Total 307 263 570

118 Left 312 Thru

9/10/2014 07:00 AM 9/10/2014 08:45 AM All Vehicles

Left Thru RIght 166 160 275 298 601 899 Out In Total I-680 NB RAMPS

LAKE HERMAN ROAD Out In Total 648 128 776

North

18 Left

204 RIght

61 Left

29 81 RIght Thru

LAKE HERMAN ROAD Out In Total 373 634 1007

126 76 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD LAKE HERMAN ROAD Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 15 42 24 81 2 12 3 17 07:30 AM 14 40 25 79 3 13 1 17 07:45 AM 17 45 28 90 3 5 4 12 08:00 AM 18 44 29 91 1 5 5 11 Total Volume 64 171 106 341 9 35 13 57 % App. Total 18.8 50.1 31.1 15.8 61.4 22.8 PHF .889 .950 .914 .937 .750 .673 .650 .838

: #9 I-680NBRAMPS&LAKEHERMANAM :9 : 9/10/2014 :2

I-680 NB RAMPS Northbound Left Thru RIght App. Total

I-680 NB RAMPS Southbound Left Thru RIght App. Total

13 22 33 28 96 27.6 .727

9 10 13 4 36 27.7 .692

25 22 18 14 79 22.7 .790

40 33 53 47 173 49.7 .816

78 77 104 89 348 .837

11 11 7 11 40 30.8 .909

16 5 14 19 54 41.5 .711

I-680 NB RAMPS Out In Total 156 130 286 54 40 RIght Thru

36 Left

64 Left

All Vehicles

Left 9

106 171 RIght Thru

Peak Hour Begins at 07:15 AM

Left Thru RIght 96 79 173 155 348 503 Out In Total I-680 NB RAMPS

LAKE HERMAN ROAD Out In Total 380 57 437

North

13 35 RIght Thru

LAKE HERMAN ROAD Out In Total 185 341 526

Peak Hour Data

Int. Total

36 26 34 34 130

212 199 240 225 876

.903

.913

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

LAKE HERMAN ROAD Eastbound Left Thru RIght 5 8 46 9 8 58 5 6 80 9 5 51 28 27 235

: #9 I-680NBRAMPS&LAKEHERMANPM :9 : 9/10/2014 :1

Groups Printed- All Vehicles LAKE HERMAN ROAD I-680 NB RAMPS Westbound Northbound Left Thru RIght Left Thru RIght 30 43 7 21 15 11 20 46 8 15 38 4 31 56 8 10 26 6 17 47 6 16 25 5 98 192 29 62 104 26

I-680 NB RAMPS Southbound Left Thru RIght 1 21 15 4 16 31 1 19 22 2 21 23 8 77 91

Int. Total 223 257 270 227 977

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

6 14 11 8 39

9 8 2 0 19

67 48 47 23 185

28 18 39 12 97

66 40 46 19 171

11 1 11 3 26

11 14 8 23 56

33 31 35 23 122

7 4 2 5 18

0 1 0 2 3

23 29 36 22 110

18 24 19 15 76

279 232 256 155 922

Grand Total Apprch % Total %

67 12.6 3.5

46 8.6 2.4

420 78.8 22.1

195 31.8 10.3

363 59.2 19.1

55 9 2.9

118 30.4 6.2

226 58.2 11.9

44 11.3 2.3

11 3 0.6

187 51.2 9.8

167 45.8 8.8

1899

I-680 NB RAMPS Out In Total 348 365 713

All Vehicles

Left Thru RIght 118 226 44 802 388 1190 Out In Total I-680 NB RAMPS

195 Left

67 Left 46 Thru 420 RIght

9/10/2014 04:00 PM 9/10/2014 05:45 PM

LAKE HERMAN ROAD Out In Total 101 613 714

North

55 363 RIght Thru

LAKE HERMAN ROAD Out In Total 648 533 1181

167 187 11 RIght Thru Left

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No LAKE HERMAN ROAD LAKE HERMAN ROAD Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 9 8 58 75 20 46 8 74 04:30 PM 5 6 80 91 31 56 8 95 04:45 PM 9 5 51 65 17 47 6 70 05:00 PM 6 9 67 82 28 66 11 105 Total Volume 29 28 256 313 96 215 33 344 % App. Total 9.3 8.9 81.8 27.9 62.5 9.6 PHF .806 .778 .800 .860 .774 .814 .750 .819

: #9 I-680NBRAMPS&LAKEHERMANPM :9 : 9/10/2014 :2

I-680 NB RAMPS Northbound Left Thru RIght App. Total

I-680 NB RAMPS Southbound Left Thru RIght App. Total

15 10 16 11 52 26.5 .813

4 1 2 0 7 3.9 .438

38 26 25 33 122 62.2 .803

4 6 5 7 22 11.2 .786

57 42 46 51 196 .860

16 19 21 23 79 43.9 .859

31 22 23 18 94 52.2 .758

I-680 NB RAMPS Out In Total 184 180 364 94 79 RIght Thru

7 Left

29 Left

All Vehicles

Left Thru RIght 52 122 22 431 196 627 Out In Total I-680 NB RAMPS

96 Left

256 28 RIght Thru

Peak Hour Begins at 04:15 PM

LAKE HERMAN ROAD Out In Total 57 344 401

North

33 215 RIght Thru

LAKE HERMAN ROAD Out In Total 361 313 674

Peak Hour Data

Int. Total

51 42 46 41 180

257 270 227 279 1033

.882

.926

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

INDUSTRIAL WAY Eastbound Left Thru RIght 4 16 17 4 12 18 2 6 10 3 8 17 13 42 62

: #10 PARK&INDUSTRIALAM : 10 : 9/10/2014 :1

Groups Printed- All Vehicles INDUSTRIAL WAY PARK ROAD Westbound Northbound Left Thru RIght Left Thru RIght 22 14 2 23 22 30 31 20 4 26 32 27 39 34 6 17 32 30 31 35 5 36 31 37 123 103 17 102 117 124

PARK ROAD Southbound Left Thru RIght 2 9 3 4 9 1 5 10 1 6 18 0 17 46 5

Int. Total 164 188 192 227 771

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

4 2 1 3 10

8 10 11 11 40

12 19 17 20 68

14 19 9 15 57

17 11 7 13 48

4 3 8 7 22

30 28 25 24 107

31 32 25 15 103

27 31 17 22 97

3 6 3 4 16

33 26 13 13 85

1 1 2 5 9

184 188 138 152 662

Grand Total Apprch % Total %

23 9.8 1.6

82 34.9 5.7

130 55.3 9.1

180 48.6 12.6

151 40.8 10.5

39 10.5 2.7

209 32.2 14.6

220 33.8 15.4

221 34 15.4

33 18.5 2.3

131 73.6 9.1

14 7.9 1

1433

Out 282

PARK ROAD In Total 178 460

82 Thru

23 Left

All Vehicles

Left Thru RIght 209 220 221 441 Out

650 1091 In Total PARK ROAD

180 Left

130 RIght

9/10/2014 07:00 AM 9/10/2014 08:45 AM

INDUSTRIAL WAY Out In Total 336 370 706

North

39 151 RIght Thru

INDUSTRIAL WAY Out In Total 374 235 609

14 131 33 RIght Thru Left

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No INDUSTRIAL WAY INDUSTRIAL WAY Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 4 12 18 34 31 20 4 55 07:30 AM 2 6 10 18 39 34 6 79 07:45 AM 3 8 17 28 31 35 5 71 08:00 AM 4 8 12 24 14 17 4 35 Total Volume 13 34 57 104 115 106 19 240 % App. Total 12.5 32.7 54.8 47.9 44.2 7.9 PHF .813 .708 .792 .765 .737 .757 .792 .759

Out 158

Left

PARK ROAD Northbound Thru RIght

26 17 36 30 109 30.6 .757

32 32 31 31 126 35.4 .984

27 30 37 27 121 34 .818

: #10 PARK&INDUSTRIALAM : 10 : 9/10/2014 :2

App. Total

Left

85 79 104 88 356

4 5 6 3 18 19.8 .750

.856

PARK ROAD Southbound Thru RIght

9 10 18 33 70 76.9 .530

1 1 0 1 3 3.3 .750

PARK ROAD In Total 91 249

3 70 RIght Thru

18 Left

13 Left

All Vehicles

Left Thru RIght 109 126 121 242 Out

356 598 In Total PARK ROAD

115 Left

57 34 RIght Thru

Peak Hour Begins at 07:15 AM

INDUSTRIAL WAY Out In Total 173 240 413

North

19 106 RIght Thru

INDUSTRIAL WAY Out In Total 218 104 322

Peak Hour Data

App. Total

Int. Total

14 16 24 37 91

188 192 227 184 791

.615

.871

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

INDUSTRIAL WAY Eastbound Left Thru RIght 2 25 34 3 24 19 5 40 39 4 17 29 14 106 121

: #10 PARK&INDUSTRIALPM : 10 : 9/10/2014 :1

Groups Printed- All Vehicles INDUSTRIAL WAY PARK ROAD Westbound Northbound Left Thru RIght Left Thru RIght 38 14 4 26 17 28 32 13 4 26 10 23 42 14 8 17 18 49 28 13 7 16 13 27 140 54 23 85 58 127

PARK ROAD Southbound Left Thru RIght 4 27 1 2 16 2 21 29 3 8 26 7 35 98 13

Int. Total 220 174 285 195 874

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

2 0 0 0 2

28 6 11 6 51

41 20 15 9 85

38 34 21 23 116

12 8 9 4 33

0 0 0 0 0

19 4 11 7 41

8 8 5 10 31

31 27 17 10 85

17 13 1 3 34

45 36 20 9 110

7 0 1 1 9

248 156 111 82 597

Grand Total Apprch % Total %

16 4.2 1.1

157 41.4 10.7

206 54.4 14

256 69.9 17.4

87 23.8 5.9

23 6.3 1.6

126 29.5 8.6

89 20.8 6.1

212 49.6 14.4

69 23.1 4.7

208 69.6 14.1

22 7.4 1.5

1471

Out 128

PARK ROAD In Total 299 427

157 Thru

16 Left

All Vehicles

Left Thru RIght 126 89 212 670 Out

427 1097 In Total PARK ROAD

256 Left

206 RIght

9/10/2014 04:00 PM 9/10/2014 05:45 PM

INDUSTRIAL WAY Out In Total 438 366 804

North

23 87 RIght Thru

INDUSTRIAL WAY Out In Total 235 379 614

22 208 69 RIght Thru Left

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No INDUSTRIAL WAY INDUSTRIAL WAY Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 3 24 19 46 32 13 4 49 04:30 PM 5 40 39 84 42 14 8 64 04:45 PM 4 17 29 50 28 13 7 48 05:00 PM 2 28 41 71 38 12 0 50 Total Volume 14 109 128 251 140 52 19 211 % App. Total 5.6 43.4 51 66.4 24.6 9 PHF .700 .681 .780 .747 .833 .929 .594 .824

Out 82

Left

PARK ROAD Northbound Thru RIght

26 17 16 19 78 30.4 .750

10 18 13 8 49 19.1 .681

23 49 27 31 130 50.6 .663

: #10 PARK&INDUSTRIALPM : 10 : 9/10/2014 :2

App. Total

Left

59 84 56 58 257

2 21 8 17 48 26.2 .571

.765

PARK ROAD Southbound Thru RIght

16 29 26 45 116 63.4 .644

2 3 7 7 19 10.4 .679

PARK ROAD In Total 183 265

19 116 48 RIght Thru Left

14 Left

All Vehicles

Left Thru RIght 78 49 130 384 Out

257 641 In Total PARK ROAD

140 Left

128 109 RIght Thru

Peak Hour Begins at 04:15 PM

INDUSTRIAL WAY Out In Total 287 211 498

North

19 52 RIght Thru

INDUSTRIAL WAY Out In Total 149 251 400

Peak Hour Data

App. Total

Int. Total

20 53 41 69 183

174 285 195 248 902

.663

.791

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

INDUSTRIAL WAY Eastbound Left Thru RIght 0 46 0 0 43 1 0 37 3 0 59 0 0 185 4

: #11 I-680SBRAMPS&INDUSTRIALAM : 11 : 9/10/2014 :1

Groups Printed- All Vehicles INDUSTRIAL WAY I-680 SB RAMPS Westbound Northbound Left Thru RIght Left Thru RIght 1 9 0 1 0 1 1 10 0 0 0 1 1 15 0 0 0 1 0 10 0 0 0 0 3 44 0 1 0 3

I-680 SB RAMPS Southbound Left Thru RIght 8 3 28 12 1 40 7 0 65 11 2 67 38 6 200

Int. Total 97 109 129 149 484

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

0 0 0 0 0

36 45 26 35 142

0 0 0 0 0

0 0 0 0 0

12 15 9 16 52

0 0 0 0 0

0 0 0 1 1

0 0 0 0 0

3 1 1 0 5

9 6 2 6 23

2 2 4 0 8

22 16 20 16 74

84 85 62 74 305

Grand Total Apprch % Total %

0 0 0

327 98.8 41.4

4 1.2 0.5

3 3 0.4

96 97 12.2

0 0 0

2 20 0.3

0 0 0

8 80 1

61 17.5 7.7

14 4 1.8

274 78.5 34.7

789

Out

I-680 SB RAMPS In Total 0 349 349

9/10/2014 07:00 AM 9/10/2014 08:45 AM All Vehicles

Left Thru RIght 2 0 8 21 10 31 Out In Total I-680 SB RAMPS

0 Left

INDUSTRIAL WAY Out In Total 396 99 495

North

3 Left

4 327 RIght Thru

61 Left

0 96 RIght Thru

INDUSTRIAL WAY Out In Total 372 331 703

274 14 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No INDUSTRIAL WAY INDUSTRIAL WAY Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 46 0 46 1 9 0 10 07:15 AM 0 43 1 44 1 10 0 11 07:30 AM 0 37 3 40 1 15 0 16 07:45 AM 0 59 0 59 0 10 0 10 Total Volume 0 185 4 189 3 44 0 47 % App. Total 0 97.9 2.1 6.4 93.6 0 PHF .000 .784 .333 .801 .750 .733 .000 .734

Out

: #11 I-680SBRAMPS&INDUSTRIALAM : 11 : 9/10/2014 :2

I-680 SB RAMPS Northbound Left Thru RIght App. Total

I-680 SB RAMPS Southbound Left Thru RIght App. Total

1 0 0 0 1 25 .250

8 12 7 11 38 15.6 .792

0 0 0 0 0 0 .000

1 1 1 0 3 75 .750

2 1 1 0 4 .500

3 1 0 2 6 2.5 .500

28 40 65 67 200 82 .746

I-680 SB RAMPS In Total 0 244 244

200 6 RIght Thru

38 Left

0 Left

All Vehicles

Left 3

4 185 RIght Thru

Peak Hour Begins at 07:00 AM

Left Thru RIght 1 0 3 13 4 17 Out In Total I-680 SB RAMPS

INDUSTRIAL WAY Out In Total 226 47 273

North

0 44 RIght Thru

INDUSTRIAL WAY Out In Total 245 189 434

Peak Hour Data

Int. Total

39 53 72 80 244

97 109 129 149 484

.763

.812

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

INDUSTRIAL WAY Eastbound Left Thru RIght 0 61 0 0 46 0 0 111 1 0 57 0 0 275 1

: #11 I-680SBRAMPS&INDUSTRIALPM : 11 : 9/10/2014 :1

Groups Printed- All Vehicles INDUSTRIAL WAY I-680 SB RAMPS Westbound Northbound Left Thru RIght Left Thru RIght 0 48 0 0 0 0 0 35 0 0 0 0 0 52 0 0 0 0 1 34 0 0 0 0 1 169 0 0 0 0

I-680 SB RAMPS Southbound Left Thru RIght 2 0 5 1 0 15 3 0 14 3 0 13 9 0 47

Int. Total 116 97 181 108 502

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

0 0 0 0 0

75 47 26 24 172

0 0 0 0 0

0 0 0 0 0

43 34 19 26 122

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

1 1 1 0 3

0 0 0 0 0

8 9 9 3 29

127 91 55 53 326

Grand Total Apprch % Total %

0 0 0

447 99.8 54

1 0.2 0.1

1 0.3 0.1

291 99.7 35.1

0 0 0

0 0 0

0 0 0

0 0 0

12 13.6 1.4

0 0 0

76 86.4 9.2

828

Out

I-680 SB RAMPS In Total 0 88 88

0 Left

9/10/2014 04:00 PM 9/10/2014 05:45 PM All Vehicles

Left Thru RIght 0 0 0 2 Out

0 2 In Total I-680 SB RAMPS

INDUSTRIAL WAY Out In Total 459 292 751

North

1 Left

1 447 RIght Thru

12 Left

0 291 RIght Thru

INDUSTRIAL WAY Out In Total 367 448 815

76 0 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No INDUSTRIAL WAY INDUSTRIAL WAY Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 46 0 46 0 35 0 35 04:30 PM 0 111 1 112 0 52 0 52 04:45 PM 0 57 0 57 1 34 0 35 05:00 PM 0 75 0 75 0 43 0 43 Total Volume 0 289 1 290 1 164 0 165 % App. Total 0 99.7 0.3 0.6 99.4 0 PHF .000 .651 .250 .647 .250 .788 .000 .793

Out

: #11 I-680SBRAMPS&INDUSTRIALPM : 11 : 9/10/2014 :2

I-680 SB RAMPS Northbound Left Thru RIght App. Total

I-680 SB RAMPS Southbound Left Thru RIght App. Total

0 0 0 0 0 0 .000

1 3 3 1 8 13.8 .667

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 .000

0 0 0 0 0 0 .000

15 14 13 8 50 86.2 .833

I-680 SB RAMPS In Total 0 58 58

50 0 RIght Thru

8 Left

0 Left

All Vehicles

Left 1

1 289 RIght Thru

Peak Hour Begins at 04:15 PM

Left Thru RIght 0 0 0 2 Out

0 2 In Total I-680 SB RAMPS

INDUSTRIAL WAY Out In Total 297 165 462

North

0 164 RIght Thru

INDUSTRIAL WAY Out In Total 214 290 504

Peak Hour Data

Int. Total

16 17 16 9 58

97 181 108 127 513

.853

.709

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

Start Time 07:00 AM 07:15 AM 07:30 AM 07:45 AM Total

INDUSTRIAL WAY Eastbound Left Thru RIght 11 44 0 14 42 0 5 40 0 11 59 0 41 185 0

: #12 I-680NBRAMPS&INDUSTRIALAM : 12 : 9/10/2014 :1

Groups Printed- All Vehicles INDUSTRIAL WAY I-680 NB RAMPS Westbound Northbound Left Thru RIght Left Thru RIght 0 10 3 0 0 0 0 11 3 0 0 0 0 16 1 0 0 0 0 10 1 0 0 0 0 47 8 0 0 0

I-680 NB RAMPS Southbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Int. Total 68 70 62 81 281

08:00 AM 08:15 AM 08:30 AM 08:45 AM Total

10 10 4 5 29

36 45 30 36 147

0 0 0 0 0

0 0 0 0 0

12 15 9 16 52

4 2 2 2 10

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

62 72 45 59 238

Grand Total Apprch % Total %

70 17.4 13.5

332 82.6 64

0 0 0

0 0 0

99 84.6 19.1

18 15.4 3.5

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

519

I-680 NB RAMPS Out In Total 88 0 88

70 Left

9/10/2014 07:00 AM 9/10/2014 08:45 AM All Vehicles

Left Thru RIght 0 0 0 0 Out

0 0 In Total I-680 NB RAMPS

INDUSTRIAL WAY Out In Total 332 117 449

North

0 Left

0 332 RIght Thru

0 Left

18 99 RIght Thru

INDUSTRIAL WAY Out In Total 99 402 501

0 0 RIght Thru

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No INDUSTRIAL WAY INDUSTRIAL WAY Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 11 44 0 55 0 10 3 13 07:15 AM 14 42 0 56 0 11 3 14 07:30 AM 5 40 0 45 0 16 1 17 07:45 AM 11 59 0 70 0 10 1 11 Total Volume 41 185 0 226 0 47 8 55 % App. Total 18.1 81.9 0 0 85.5 14.5 PHF .732 .784 .000 .807 .000 .734 .667 .809

: #12 I-680NBRAMPS&INDUSTRIALAM : 12 : 9/10/2014 :2

I-680 NB RAMPS Northbound Left Thru RIght App. Total

I-680 NB RAMPS Southbound Left Thru RIght App. Total

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

I-680 NB RAMPS Out In Total 49 0 49 0 0 RIght Thru

0 Left

41 Left

All Vehicles

Left 0

0 185 RIght Thru

Peak Hour Begins at 07:00 AM

Left Thru RIght 0 0 0 0 Out

0 0 In Total I-680 NB RAMPS

INDUSTRIAL WAY Out In Total 185 55 240

North

8 47 RIght Thru

INDUSTRIAL WAY Out In Total 47 226 273

Peak Hour Data

Int. Total

0 0 0 0 0

68 70 62 81 281

.000

.867

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No

: #12 I-680NBRAMPS&INDUSTRIALPM : 12 : 9/10/2014 :1

Groups Printed- All Vehicles INDUSTRIAL WAY I-680 NB RAMPS Westbound Northbound Left Thru RIght Left Thru RIght 0 48 4 0 0 0 0 34 7 0 0 0 0 51 9 0 0 0 0 34 12 0 0 0 0 167 32 0 0 0

Start Time 04:00 PM 04:15 PM 04:30 PM 04:45 PM Total

INDUSTRIAL WAY Eastbound Left Thru RIght 41 21 0 32 16 0 101 10 0 45 19 0 219 66 0

I-680 NB RAMPS Southbound Left Thru RIght 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

05:00 PM 05:15 PM 05:30 PM 05:45 PM Total

67 34 19 19 139

9 14 7 4 34

0 0 0 0 0

0 0 0 0 0

43 34 20 25 122

13 7 5 3 28

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

0 0 0 0 0

132 89 51 51 323

Grand Total Apprch % Total %

358 78.2 44.4

100 21.8 12.4

0 0 0

0 0 0

289 82.8 35.8

60 17.2 7.4

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

0 0 0

807

I-680 NB RAMPS Out In Total 418 0 418

358 Left

9/10/2014 04:00 PM 9/10/2014 05:45 PM All Vehicles

Left Thru RIght 0 0 0 0 Out

0 0 In Total I-680 NB RAMPS

INDUSTRIAL WAY Out In Total 100 349 449

North

0 Left

0 100 RIght Thru

0 Left

60 289 RIght Thru

INDUSTRIAL WAY Out In Total 289 458 747

0 0 RIght Thru

Int. Total 114 89 171 110 484

All Traffic Data Services,Inc. 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

File Name Site Code Start Date Page No INDUSTRIAL WAY INDUSTRIAL WAY Eastbound Westbound Left Thru RIght App. Total Start Time Left Thru RIght App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 32 16 0 48 0 34 7 41 04:30 PM 101 10 0 111 0 51 9 60 04:45 PM 45 19 0 64 0 34 12 46 05:00 PM 67 9 0 76 0 43 13 56 Total Volume 245 54 0 299 0 162 41 203 % App. Total 81.9 18.1 0 0 79.8 20.2 PHF .606 .711 .000 .673 .000 .794 .788 .846

: #12 I-680NBRAMPS&INDUSTRIALPM : 12 : 9/10/2014 :2

I-680 NB RAMPS Northbound Left Thru RIght App. Total

I-680 NB RAMPS Southbound Left Thru RIght App. Total

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 .000

0 0 0 0 0 0 .000

0 0 0 0 0 0 .000

I-680 NB RAMPS Out In Total 286 0 286 0 0 RIght Thru

0 Left

245 Left

All Vehicles

Left 0

0 54 RIght Thru

Peak Hour Begins at 04:15 PM

Left Thru RIght 0 0 0 0 Out

0 0 In Total I-680 NB RAMPS

INDUSTRIAL WAY Out In Total 54 203 257

North

41 162 RIght Thru

INDUSTRIAL WAY Out In Total 162 299 461

Peak Hour Data

Int. Total

0 0 0 0 0

89 171 110 132 502

.000

.734

Page 1

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 13 Station ID: 13 INDUSTRIAL WAY S/O E 2ND ST INDUSTRIAL WAY S/O E 2ND ST

NB Start Time 09/10/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol.

Bikes 0 0 0 0 0 0 1 0 1 2 2 2 1 0 2 2 0 0 0 0 0 0 0 0

Cars & Trailers 6 9 9 4 7 17 21 21 48 39 55 74 55 47 55 127 121 92 35 34 26 9 4 5

2 Axle Long 1 0 0 0 2 5 7 7 19 20 22 35 31 6 15 27 32 18 7 8 3 0 0 0

Buses 0 0 0 0 1 1 1 0 1 1 0 0 2 3 0 0 0 0 0 0 0 0 1 0

2 Axle 6 Tire 0 0 0 2 0 4 5 2 7 11 6 5 5 1 6 7 5 4 1 3 1 3 0 0

3 Axle Single 0 0 0 0 0 0 1 0 2 2 2 1 2 2 1 0 2 2 1 0 0 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0

Total 8 9 9 8 15 29 36 33 79 78 92 120 98 61 80 167 162 117 47 48 31 13 6 8

13

920

265

11

78

18

0

17

30

1

0

0

1

1354

1.0% 09:00 2 14:00 2

67.9% 11:00 74 15:00 127

19.6% 11:00 35 16:00 32

0.8% 04:00 1 13:00 3

5.8% 09:00 11 15:00 7

1.3% 08:00 2 12:00 2

0.0%

1.3% 04:00 3 12:00 2

2.2% 09:00 3 15:00 4

0.1%

0.0%

0.0%

0.1%

16:00 1

17:00 1

11:00 120 15:00 167

Page 2

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 13 Station ID: 13 INDUSTRIAL WAY S/O E 2ND ST INDUSTRIAL WAY S/O E 2ND ST

NB Start Time 09/11/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol. Grand Total Percent

Bikes 0 0 0 0 0 0 0 2 1 0 2 2 0 0 1 0 0 1 0 0 0 0 0 0

Cars & Trailers 7 10 12 7 2 8 19 22 44 33 50 67 69 57 68 111 142 103 33 21 25 12 6 5

2 Axle Long 0 2 0 0 1 1 3 8 18 18 19 32 19 18 17 19 29 19 13 7 4 2 0 0

Buses 0 0 0 0 0 1 0 0 2 2 0 0 0 1 0 0 1 0 0 1 0 0 0 0

2 Axle 6 Tire 0 0 0 2 0 7 5 4 3 5 6 5 4 8 8 6 5 3 2 5 1 1 1 0

3 Axle Single 0 0 0 0 0 0 1 0 1 1 2 1 1 2 0 1 3 2 1 1 0 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 8 14 12 10 4 18 30 36 71 59 84 110 94 91 96 140 181 129 51 36 30 16 7 6

9

933

249

8

81

17

0

13

23

0

0

0

0

1333

0.7% 07:00 2 14:00 1

70.0% 11:00 67 16:00 142

18.7% 11:00 32 16:00 29

0.6% 08:00 2 13:00 1

6.1% 05:00 7 13:00 8

1.3% 10:00 2 16:00 3

0.0%

1.0% 06:00 2 13:00 2

1.7% 10:00 3 13:00 3

0.0%

0.0%

0.0%

0.0%

22

1853

514

19

159

35

0

30

53

1

0

0

1

0.8%

69.0%

19.1%

0.7%

5.9%

1.3%

0.0%

1.1%

2.0%

0.0%

0.0%

0.0%

0.0%

11:00 110 16:00 181 2687

Page 3

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 13 Station ID: 13 INDUSTRIAL WAY S/O E 2ND ST INDUSTRIAL WAY S/O E 2ND ST

SB Start Time 09/10/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol.

Bikes 1 0 0 1 2 5 2 5 4 2 0 0 3 1 3 2 3 1 1 1 2 1 0 0

Cars & Trailers 4 1 2 15 30 60 118 142 93 62 139 210 161 105 93 86 106 20 22 17 15 5 3 5

2 Axle Long 1 0 0 0 9 5 24 31 18 24 5 0 17 20 17 20 13 8 0 4 4 0 2 0

Buses 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 1 0 5 3 4 10 3 12 2 0 4 10 10 8 3 5 3 3 2 0 1 0

3 Axle Single 0 1 0 0 0 0 2 1 2 1 1 0 2 2 0 1 0 0 1 0 0 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 6 2 3 16 47 74 150 190 123 102 147 210 189 141 127 117 127 34 28 26 24 6 6 6

40

1514

222

2

89

14

1

5

12

1

1

0

0

1901

2.1% 05:00 5 12:00 3

79.6% 11:00 210 12:00 161

11.7% 07:00 31 13:00 20

0.1%

4.7% 09:00 12 13:00 10

0.7% 06:00 2 12:00 2

0.1%

0.3% 04:00 1 14:00 1

0.6% 08:00 2 14:00 3

0.1%

0.1%

0.0%

0.0%

12:00 1

12:00 1

23:00 1

16:00 1

11:00 210 12:00 189

Page 4

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 13 Station ID: 13 INDUSTRIAL WAY S/O E 2ND ST INDUSTRIAL WAY S/O E 2ND ST

SB Start Time 09/11/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol. Grand Total Percent

Bikes 0 3 0 1 1 4 9 7 6 5 0 0 5 1 2 5 5 2 1 1 1 0 0 0

Cars & Trailers 4 1 2 7 26 65 119 148 110 60 126 188 169 93 75 98 56 29 21 10 23 3 2 4

2 Axle Long 0 1 0 2 6 8 26 22 24 23 5 0 20 34 18 21 14 4 4 5 1 0 1 0

Buses 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0

2 Axle 6 Tire 0 0 0 0 0 1 4 4 8 4 2 0 16 9 9 5 3 3 2 5 1 0 2 0

3 Axle Single 0 0 0 1 0 5 0 0 1 0 1 0 0 3 0 0 0 0 0 0 1 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 5 6 2 11 33 83 159 183 150 95 134 188 212 141 107 130 78 38 28 22 28 4 5 5

59

1439

239

3

78

12

0

8

9

0

0

0

0

1847

3.2% 06:00 9 12:00 5

77.9% 11:00 188 12:00 169

12.9% 06:00 26 13:00 34

0.2% 09:00 1 14:00 1

4.2% 08:00 8 12:00 16

0.6% 05:00 5 13:00 3

0.0%

0.4% 07:00 2 14:00 2

0.5% 09:00 2 12:00 2

0.0%

0.0%

0.0%

0.0%

99

2953

461

5

167

26

1

13

21

1

1

0

0

2.6%

78.8%

12.3%

0.1%

4.5%

0.7%

0.0%

0.3%

0.6%

0.0%

0.0%

0.0%

0.0%

11:00 188 12:00 212 3748

Page 1

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 14 Station ID: 14 BAYSHORE RD E/O I-680 BAYSHORE RD E/O I-680

EB Start Time 09/10/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol.

Bikes 0 0 0 0 0 0 0 1 1 0 1 1 0 0 1 2 0 0 0 1 0 0 0 0

Cars & Trailers 3 4 4 1 9 23 55 48 29 34 24 25 25 39 24 22 19 15 12 16 6 5 1 2

2 Axle Long 0 1 2 1 2 8 17 11 9 10 13 19 12 7 31 7 12 9 3 4 2 2 0 0

Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 0 0 0 1 3 4 6 4 4 7 7 4 4 5 4 4 1 0 1 0 0 0

3 Axle Single 0 0 0 0 0 0 1 0 1 1 0 2 2 0 2 0 0 0 0 0 0 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 4 7 7 2 12 33 79 67 50 50 48 57 52 57 69 42 42 32 17 21 13 9 1 2

8

445

182

0

59

9

3

16

51

0

0

0

0

773

1.0% 07:00 1 15:00 2

57.6% 06:00 55 13:00 39

23.5% 11:00 19 14:00 31

0.0%

7.6% 11:00 7 12:00 7

1.2% 11:00 2 12:00 2

0.4% 08:00 1 17:00 1

2.1% 06:00 1 15:00 4

6.6% 10:00 4 14:00 6

0.0%

0.0%

0.0%

0.0% 06:00 79 14:00 69

Page 2

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 14 Station ID: 14 BAYSHORE RD E/O I-680 BAYSHORE RD E/O I-680

EB Start Time 09/11/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol. Grand Total Percent

Bikes 0 0 0 0 0 1 0 1 2 0 0 3 0 0 0 1 1 3 3 0 0 0 0 0

Cars & Trailers 2 3 4 2 11 25 47 49 34 42 33 27 38 34 30 18 24 37 46 14 5 4 2 3

2 Axle Long 1 0 3 0 3 6 19 9 14 12 14 12 23 15 10 10 6 8 15 2 3 1 1 3

Buses 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 1 0 0 1 2 4 3 2 5 3 9 10 6 3 2 2 1 1 0 0 0 0

3 Axle Single 0 0 0 0 0 1 0 1 3 1 1 1 1 1 0 0 0 1 0 0 1 0 0 0

4 Axle Single 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 6 5 8 3 17 38 71 68 59 65 60 57 77 69 55 36 34 53 66 24 10 7 4 7

15

534

190

1

55

12

1

20

71

0

0

0

0

899

1.7% 11:00 3 17:00 3

59.4% 07:00 49 18:00 46

21.1% 06:00 19 12:00 23

0.1% 09:00 1

6.1% 10:00 5 13:00 10

1.3% 08:00 3 12:00 1

0.1% 04:00 1

2.2% 09:00 2 14:00 6

7.9% 11:00 10 13:00 6

0.0%

0.0%

0.0%

0.0%

23

979

372

1

114

21

4

36

122

0

0

0

0

1.4%

58.6%

22.2%

0.1%

6.8%

1.3%

0.2%

2.2%

7.3%

0.0%

0.0%

0.0%

0.0%

06:00 71 12:00 77 1672

Page 3

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 14 Station ID: 14 BAYSHORE RD E/O I-680 BAYSHORE RD E/O I-680

WB Start Time 09/10/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol.

Bikes 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 2 0 1 2 0 0 0 0 0

Cars & Trailers 3 4 0 2 5 4 7 11 18 31 37 27 40 49 37 58 50 50 18 23 19 17 2 3

2 Axle Long 0 0 1 0 0 4 6 6 9 14 6 11 10 9 13 19 7 9 9 1 3 2 0 0

Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 0 0 1 0 1 2 4 0 2 1 2 1 0 3 3 1 2 1 1 0 0 0

3 Axle Single 0 0 0 1 0 0 0 1 1 1 0 1 2 0 1 0 0 0 0 0 0 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 4 4 3 8 9 10 16 25 36 52 51 44 57 66 57 85 68 63 35 26 24 23 2 3

8

515

139

0

25

8

1

11

64

0

0

0

0

771

1.0% 09:00 1 15:00 2

66.8% 10:00 37 15:00 58

18.0% 09:00 14 15:00 19

0.0%

3.2% 08:00 4 15:00 3

1.0% 03:00 1 12:00 2

0.1%

1.4% 10:00 2 16:00 3

8.3% 03:00 5 13:00 5

0.0%

0.0%

0.0%

0.0%

18:00 1

09:00 52 15:00 85

Page 4

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 14 Station ID: 14 BAYSHORE RD E/O I-680 BAYSHORE RD E/O I-680

WB Start Time 09/11/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol. Grand Total Percent

Bikes 0 0 0 0 0 0 0 1 0 2 1 2 1 0 0 1 1 0 0 2 7 1 0 0

Cars & Trailers 4 3 0 1 3 8 19 11 27 30 29 38 52 35 46 54 40 46 20 17 62 31 3 3

2 Axle Long 0 0 0 0 0 3 7 10 8 6 14 13 13 14 12 13 13 6 1 1 6 9 1 0

Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 0 0 0 0 1 0 2 3 2 2 6 2 1 1 1 0 0 0 3 0 0 0

3 Axle Single 0 0 0 1 0 1 0 0 1 2 1 2 2 0 0 0 1 0 0 0 1 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 4 3 3 6 3 18 30 30 47 51 55 62 78 59 65 74 60 53 22 21 83 44 4 5

19

582

150

0

24

12

2

15

76

0

0

0

0

880

2.2% 09:00 2 20:00 7

66.1% 11:00 38 20:00 62

17.0% 10:00 14 13:00 14

0.0%

2.7% 09:00 3 12:00 6

1.4% 09:00 2 12:00 2

0.2%

8.6% 07:00 8 14:00 6

0.0%

0.0%

0.0%

0.0%

12:00 1

1.7% 09:00 2 13:00 3

27

1097

289

0

49

20

3

26

140

0

0

0

0

1.6%

66.4%

17.5%

0.0%

3.0%

1.2%

0.2%

1.6%

8.5%

0.0%

0.0%

0.0%

0.0%

11:00 62 20:00 83 1651

Page 1

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 15 Station ID: 15 PARK RD S/O STONE RD PARK RD S/O STONE RD

NB Start Time 09/10/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol.

Bikes 0 0 0 0 0 0 1 1 1 2 1 1 0 2 0 0 0 0 0 0 0 0 1 0

Cars & Trailers 1 2 3 14 38 36 116 95 87 45 56 64 56 62 41 39 40 25 20 11 5 5 3 2

2 Axle Long 1 0 0 0 2 5 9 15 14 16 15 22 15 16 16 32 19 7 2 1 2 0 0 1

Buses 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 0 1 0 1 3 2 2 4 2 6 5 11 6 8 4 0 3 1 0 0 1 0

3 Axle Single 0 0 0 1 1 0 0 1 1 2 0 2 1 0 0 0 0 0 1 0 0 0 1 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 2 3 3 18 46 47 132 125 112 79 83 101 88 106 75 85 72 33 28 16 9 7 7 3

10

866

210

2

60

11

0

32

84

3

1

1

0

1280

0.8% 09:00 2 13:00 2

67.7% 06:00 116 13:00 62

16.4% 11:00 22 15:00 32

0.2% 07:00 1 13:00 1

4.7% 11:00 6 13:00 11

0.9% 09:00 2 12:00 1

0.0%

2.5% 10:00 5 13:00 6

6.6% 07:00 7 16:00 9

0.2% 07:00 1 18:00 1

0.1%

0.1% 09:00 1

0.0%

13:00 1

06:00 132 13:00 106

Page 2

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 15 Station ID: 15 PARK RD S/O STONE RD PARK RD S/O STONE RD

NB Start Time 09/11/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol. Grand Total Percent

Bikes 0 0 0 0 0 0 0 3 1 0 1 0 0 0 0 1 0 0 0 0 0 0 1 0

Cars & Trailers 4 2 5 12 33 48 110 92 71 50 47 59 63 46 52 35 31 30 16 6 3 2 6 2

2 Axle Long 1 0 0 1 2 5 6 10 15 9 11 27 14 13 20 13 13 6 4 2 1 0 0 0

Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 0 0 0 2 3 1 2 4 6 8 6 6 6 4 5 5 0 1 0 0 0 0

3 Axle Single 0 0 0 2 2 1 1 0 0 1 2 1 0 0 1 0 0 0 0 3 0 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 7 3 6 21 39 65 127 116 95 74 80 110 94 74 88 57 55 42 23 14 4 3 7 3

7

825

173

0

59

14

1

34

91

2

1

0

0

1207

0.6% 07:00 3 15:00 1

68.4% 06:00 110 12:00 63

14.3% 11:00 27 14:00 20

0.0%

4.9% 11:00 8 12:00 6

1.2% 03:00 2 19:00 3

0.1%

7.5% 10:00 12 13:00 7

0.2%

0.1%

0.0%

0.0%

12:00 1

2.8% 11:00 7 12:00 6

12:00 1

13:00 1

17

1691

383

2

119

25

1

66

175

5

2

1

0

0.7%

68.0%

15.4%

0.1%

4.8%

1.0%

0.0%

2.7%

7.0%

0.2%

0.1%

0.0%

0.0%

06:00 127 12:00 94 2487

Page 3

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 15 Station ID: 15 PARK RD S/O STONE RD PARK RD S/O STONE RD

SB Start Time 09/10/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol.

Bikes 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 0 2 1 2 0 0 0 0 0

Cars & Trailers 7 0 0 0 9 13 22 35 49 37 30 59 55 59 48 86 84 75 28 29 9 8 2 2

2 Axle Long 0 1 0 0 0 4 12 26 42 17 29 21 27 23 19 14 20 20 11 7 3 3 1 0

Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 0 0 0 0 3 5 5 4 2 4 5 3 4 2 1 0 0 0 0 0 0 0

3 Axle Single 0 0 0 0 0 1 0 1 1 1 3 4 0 1 0 1 2 2 1 0 0 0 0 2

4 Axle Single 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 1 0 0 1 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 8 2 1 5 15 24 42 75 106 67 80 98 97 99 84 107 118 100 42 39 12 11 3 4

8

746

300

0

38

20

1

30

89

5

1

1

0

1239

0.6% 10:00 1 16:00 2

60.2% 11:00 59 15:00 86

24.2% 08:00 42 12:00 27

0.0%

3.1% 07:00 5 12:00 5

1.6% 11:00 4 16:00 2

0.1% 05:00 1

2.4% 10:00 4 13:00 5

7.2% 10:00 11 14:00 8

0.4% 09:00 1 12:00 1

0.1%

0.1% 09:00 1

0.0%

16:00 1

08:00 106 16:00 118

Page 4

All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net

Site Code: 15 Station ID: 15 PARK RD S/O STONE RD PARK RD S/O STONE RD

SB Start Time 09/11/14 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Day Total Percent AM Peak Vol. PM Peak Vol. Grand Total Percent

Bikes 0 0 0 0 0 0 2 0 0 1 0 0 0 1 0 0 2 1 1 0 0 0 0 0

Cars & Trailers 4 0 4 0 6 9 20 37 26 35 37 57 47 58 49 72 81 71 31 15 10 7 5 2

2 Axle Long 1 1 0 0 2 5 10 32 34 17 15 10 29 17 14 28 16 19 8 6 2 0 1 3

Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

2 Axle 6 Tire 0 0 0 0 0 1 3 2 4 3 1 4 4 1 2 2 2 1 0 0 0 0 0 0

3 Axle Single 0 0 0 0 0 0 2 0 0 2 2 4 1 1 1 0 0 0 1 0 2 0 0 0

4 Axle Single 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

6 Axl Double 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 1 0 2 0 0 0 0 0 0

6 Axl Multi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 5 2 5 6 16 18 44 78 71 66 67 89 95 89 75 109 105 95 45 22 15 7 6 5

8

683

270

0

30

16

0

19

99

6

4

0

0

1135

0.7% 06:00 2 16:00 2

60.2% 11:00 57 16:00 81

23.8% 08:00 34 12:00 29

0.0%

2.6% 08:00 4 12:00 4

1.4% 11:00 4 20:00 2

0.0%

1.7% 10:00 3 15:00 3

8.7% 11:00 11 12:00 12

0.5% 07:00 1 13:00 2

0.4%

0.0%

0.0%

13:00 1

16

1429

570

0

68

36

1

49

188

11

5

1

0

0.7%

60.2%

24.0%

0.0%

2.9%

1.5%

0.0%

2.1%

7.9%

0.5%

0.2%

0.0%

0.0%

11:00 89 15:00 109 2374