Iowa's Clean Air Attainment Program (ICAAP) Application_JFK Rd-Pennsylvania Copyright 2014
City of Dubuque Consent Items # 25.
ITEM TITLE: Iowa's Clean Air Attainment Program (ICAAP) Application for Funding
Traffic Improvements - NW Arterial and Pennsylvania Avenue
SUMMARY: City Manager recommending approval of a resolution authorizing the City
of Dubuque to submit an application to the Iowa Department of
Transportation for Iowa's Clean Air Attainment Program (ICAAP) to assist
with funding a proposed right turn lane on Pennsylvania Avenue at the
Northwest Arterial.
RESOLUTION Authorizing the filing of a grant application with the Iowa
Department of Transportation for Iowa Clean Air Attainment funding for the
City of Dubuque Pennsylvania Avenue and NW Arterial Right Turn Lane
Improvement
SUGGESTED DISPOSITION: Suggested Disposition: Receive and File; Approve
ATTACHMENTS:
Description Type
❑ ICAAP Application for Tum Lane at Pennsylvania Avenue and NW City Manager Memo
Arterial-MVM Memo
❑ Staff Memo Staff Memo
❑ Resolution Resolutions
❑ Application Supporting Documentation
THE CITY OF Dubuque
UBE I
erica .i
Masterpiece on the Mississippi 2007-2012-2013
TO: The Honorable Mayor and City Council Members
FROM: Michael C. Van Milligen, City Manager
SUBJECT: Application Authorization for Iowa's Clean Air Attainment Program
(ICAAP) to Assist with Funding a Proposed Pennsylvania Avenue Right
Turn Lane Improvement at the Northwest Arterial
DATE: October 1, 2015
City Engineer Gus Psihoyos recommends City Council approval of a resolution
authorizing The City of Dubuque to submit an application to the Iowa Department of
Transportation for Iowa 's Clean Air Attainment Program (ICAAP) to assist with funding
a proposed right turn lane on Pennsylvania Avenue at the Northwest Arterial.
The total cost of this improvement is estimated at $415,000 all of which would be
requested as part of the application. If accepted, the ICAAP funding would cover 80%
of this cost and the City will cover the 20%. Construction would take place the
Spring/Summer of 2017.
1 concur with the recommendation and respectfully request Mayor and City Council
approval.
Mic ael C. Van Milligen
MCVM:jh
Attachment
cc: Barry Lindahl, City Attorney
Cindy Steinhauser, Assistant City Manager
Teri Goodmann, Assistant City Manager
Gus Psihoyos, City Engineer
THE CITY OF Dubuque
DUB E ANAMeftc ►
Masterpiece on tale Mississippi 2007.2112.2013
TO: Michael C. Van Milligen, City Manager
FROM: Gus ,Psiho osCit Engineer
Y Y g
DATE: September 30, 2015
RE: Application Authorization for Iowa's Clean Air Attainment Program
(ICAAP) to assist with funding a proposed Pennsylvania Avenue Right
Turn Lane Improvement at the NW Arterial
INTRODUCTION
The attached resolution provides the authorization for the City of Dubuque to officially
submit an application for Iowa's Clean Air Attainment Program (ICAAP) to assist with
funding a Pennsylvania Avenue right turn lane improvement at the NW Arterial. This
proposed westbound right turn lane would be on Pennsylvania Avenue at the NW
Arterial.
BACKGROUND
The purpose of ICAAP is to help finance transportation projects and programs that
result in attaining or maintaining the national ambient air quality standards (NAAQS) of
the 1990 Clean Air Act Amendments (CAAA). ICAAP funds are awarded to projects
and programs with the highest potential for reducing transportation-related congestion
and air pollution, thereby maintaining Iowa's clean air quality.
The Engineering Department determined that the intersection of NW Arterial and
Pennsylvania Avenue is identified as an area of high traffic congestion, causing
increased air pollution.
In conjunction with the Iowa Department of Transportation District 6 office, the City is
seeking $332,000 in ICAAP funding. The City will be contributing $83,000 in local funds
for this project as ICAAP grants require 20% local match if the grant is awarded. The
funding amount would be sufficient to implement a westbound right turn lane on
Pennsylvania Avenue at the NW Arterial.
DISCUSSION
This application is requesting funding from ICAAP. The location selected is along
Pennsylvania Avenue at the NW Arterial. Currently this intersection does not have a
designated westbound right turn lane. Adding a dedicated right turn lane would allow
free right turn movements during the red phase, and would allow overlapping turn
movements to occur during southbound left turn movements. This improvement in
1
efficiency would result in minimized queue lengths. These lane improvements would
also allow sustained coordination of NW Arterial, which would minimize idling.
RECOMMENDATION
I recommend that the City submit an application with ICAAP to assist with funding a
proposed right turn lane improvements to reduce transportation-related congestion and
reduce air pollution at the Pennsylvania Avenue at the NW Arterial. The project details
and improvements cost are provided in the attached documents.
BUDGETIMPACT
The total cost of this improvement is estimated at $415,000 all of which would be
requested as part of the application. If accepted, the ICAAP funding would cover 80%
of this cost and the City will cover the 20%. Construction would take place the
Spring/Summer of 2017.
There is no other fee associated with the application process since the City is utilizing
the services of the East Central Intergovernmental Association (ECIA).
ACTION TO BE TAKEN
The City Council is requested to adopt the attached resolution authorizing the filing of
the application with the Iowa Department of Transportation for ICAAP funding for the
Pennsylvania Avenue right turn lane improvements at the NW Arterial.
GNP/kjb
cc: David Ness, Civil Engineer
Chandra Ravada, ECIA
Daniel Fox, ECIA
2
RESOLUTION NO. 342-15
RESOLUTION AUTHORIZING THE FILING OF A GRANT APPLICATION WITH THE
IOWA DEPARTMENT OF TRANSPORTATION FOR IOWA CLEAN AIR
ATTAINMENT FUNDING FOR THE CITY OF DUBUQUE PENNSYLVANIA AVENUE
AND NW ARTERIAL RIGHT TURN LANE IMPROVEMENT
Whereas, the increasing growth of traffic volumes, along with operational and air
quality concerns, at the intersection of Pennsylvania Avenue and NW Arterial in the City
of Dubuque could be improved by adding a westbound right turn lane; and
Whereas, the City of Dubuque has determined that improvements to this
intersection, as recommended by the HDR Study commissioned by Iowa Department of
Transportation, will improve traffic flow; and
Whereas, the City of Dubuque is seeking the necessary funding for project
implementation and commits 20% matching funds required to access Iowa Clean Air
Attainment Funds, and upon completion, in cooperation with the Iowa Department of
Transportation, be responsible for adequately maintaining and operating the project for
public use during the project's useful life.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA, THAT:
Section 1. The City files this grant application for funds through the Iowa Clean
Air Attainment Program to fund Pennsylvania Avenue and NW Arterial right turn lane
improvement.
Passed, approved and adopted this 5th day of October, 20
Attest:
Kevin S. Firnstahl, CM , City Clerk
.447
y D. Buol, Mayor
Fan 21
171,
Q10WADOT
APPLICATION FORM FOR
IOWA CLEAN AIR ATTAINNE NT PROGRAM QCAAP) FUNDS
G¢heal lrRormadon
A pplianl Agency: City of Dubuque a-Mail
.
(ooremmem enm..Non Prolh Drg.meon' o ni 1)
Contact Person (Nerre&TM) David Ness Traffic Fngnea
Complete Mailing Address City Fngenveine 50 Wet 13th 5t
Streenddreae andior Rod No
Dubuque IA 52002 563 He 4270
dry zone zv Destine Phone
It more than one agency or organization is involved In this project, please State the name, contact person, mailing
address and telephone number of the second agency (Attach an additional page it rmre than No agencies are
involved)
Applicant Agency: Iowa DOT Distend a-Mail. enrtshap➢potiowa gov
Contact Person (Nerre& $m Shed,Di4rlct Plaema
Title)
Complete Aailing 5455 Kivkwood Blvd S W.
Aduress
Streenddreae andior Rod No
Cetlarlar IA 52404 3193640235
dry sore zv Destine Phone
Project Informalion
P inject Titav NOMwestArt®al and Pamsevaetia Av®ue Ntersecuon lrtwmvan®6
Project Descepnon (including length if
applicable).
The proposed improvements at Northwest Arta¢1 and Pamsylvaetia Ave correct of adcong vght tum orly lane on
each leg of Pamsylvaeea Ave verb traffic sigrel adjustments AtlNnga daliated night tum lanewoWd above free
night tum moviderants dwng the red please and woWd above overlapping tum movements to o wr tlwng
southbound left tum mean 4s. ThsiWovanmtineffiemgw Wdventinmmmzedquwelmgths There
lane improvements woWdalso allow scheduled coon v ton of Northwest Art®al,vrttich woWd mirchaseiebing
'Project priority (1 —defeat priorly). (a sponsor submitting multiple applications In this funding cycle
must assign a numerical rank or priority to each application f
'Assign the proposed project to one or more of the following cSteeples (check one or more).
❑ mansportabo,Reated Provenin t enmpie iemenaben Plan(SIP) ❑ Shared
❑ mansportabon Centel Mai ❑ Scope or ee rian polity,or Program(ebeie any
memo Flowm ,mremertaM=a=aien aienaimbon.other) ❑ Intermodal re or P>senge,mheie one)
❑ Planning and Projedervee me ❑ Aftermachave mea
❑ TravelDemand Managemeni ❑ Vehicles= e Hen and Maintenancerdram
❑ nano-Reanhimp,aenen ❑ Ontrea.hAnAndepEducabon evident or Technical
Pusateri
Pagel ofd Pro, No NaAppll®ble
1
*Is the project consistent with the State Implementation Plan for air quality for non-attainment areas? ❑ ® ❑
*Is the project consistent with the MPO's local Congestion Management Plan? ® ❑ ❑
*Is the project consistent with the® MPO❑ RPA❑statewide Long-Range Transportation Plan? ® ❑ ❑
Notes: ' Requires public agency as co-sponsor of application.
3 The term"project"means any ICAAP infrastructure or program proposal.
3 The Iowa Department of Transportation will use the priority ratings to reflect the sponsor.
Project Costs(An itemized breakdown must be included on an attached sheet):
Total Cost $ 415,000
Iowa Clean Air Attainment Program Fund Request $ 332,000
Applicant Match (20% Minimum) $ 83,000
List All Applicant Match Sources Amount Assured or Anticipated
Date Anticipated)
1. -City ofDubuque $83,000.00 July Ist,2016
2.
3.
Are any state funds involved in this project? ❑ Yes ® No
If yes, please explain the source and conditions
Are any other federal funds involved in this project? ❑ Yes ® No
If yes, please explain the source and conditions
Estimated Project Development Schedule:
Design Start Date December 1,2016 Completion Date June 1,2017
Land Acquisition Start Date Completion Date
Construction Start Date April 1,2018 Completion Date November 1,2018
Has any part of this project been started? ❑ Yes ® No
If yes, explain
The success of this project will be measured through
How do you plan to measure the success of this project?
the use of before and after travel time data collection in each direction through the intersection. It is expected that
travel times through the intersection will decrease with completion of the project as average vehicle delay through
the intersection is reduced.
Page 2 of 6
2
Required Documentation and Narrative Information
The following documents and narratives must be attached to this application. In the upper right-hand corner of each
document or narrative write the corresponding letter shown below.
® A. A NARRATIVE assessing existing congestion/air quality conditions, outlining the concept of the proposed
project, and providing adequate project justification. Howwill this project reduce congestion, reduce travel or
single occupant vehicle usage, and/or improve air quality? Which transportation-related pollutant(s) are
being addressed: carbon monoxide, ozone, or PM?
® B. A DETAILED MAP identifying the location of the project and clearly differentiating the subject project from
any past or future project phases.
® C. An ITEMIZED BREAKDOWN of the total project costs. This documentation does not need to be a detailed,
line-item type of estimate. However, it must accomplish two objectives: first, it must show the method by
which the cost estimate was prepared, and second, it must enable a reviewer to determine if the cost
estimate is reasonable. The manner in which these objectives are achieved may vary widely depending on
the type, scope and complexity of the project. Absent a fully itemized list of costs, some general guidelines
for possible methods of estimating each type of project cost are provided on Attachment A.
® D. A TIME SCHEDULE for the total project development.
® E. An OFFICIAL CERTIFICATION from the applicant's governing body(authority)that it shall:
(1) commit the necessary local matching funding for project implementation and
(2) upon project completion, be responsible for adequately maintaining and operating the project for
public use during the project's useful life.
® F. AN ADOPTED FORMAL RESOLUTION from the appropriate MPO or RPA declaring the sponsor's
proposed project or program conforms to the MPO's or RPA's regional transportation planning process. (For
MPOs, the project or program must be identified in the fiscally-constrained transportation plan and, if
applicable,the congestion management plan in TMAs.)
® G. CALCULATIONS for vehicle emission reductions and total project cost effectiveness for the targeted
pollutants. Project applicant must show through a quantitative analysis how many kilograms of pollutant will
be reduced (CO, VOC, NOx, and, if applicable, PM). Project sponsor must calculate the cost effectiveness
of the project by: Dividing the total annualized project cost by the number of kilograms per year of pollutant
reduced ($ per kg). Applicant must also show all assumptions and source of data used to calculate the
estimates. The applicant must use the most current vehicle emission factors developed by the Iowa DNR
and consistent with EPA's MOBILE 6.2 air quality model. These emission factors are periodically updated
and may be obtained from the Iowa DOT's ICAAP website at:
http://vvww.iowadot.gov/systems planning/icaap.htm.
® H. Completed MINORITY IMPACT STATEMENT attached to application.
The award of Iowa Clean Air Attainment funds, any subsequent funding or letting of contracts for design,
construction, reconstruction, improvement, or maintenance, and the furnishing of materials shall not involve direct or
indirect interest of any state, county, or city official, elective or appointive. All of the above are prohibited by Iowa
Code Sections 314.2, 362.5, or 331.342. Any award of funding or any letting of a contract in violation of the foregoing
provisions shall invalidate the award of Iowa Clean Air Attainment Program funding and authorize a complete
recovery of any funds previously disbursed.
Certification
To the best of my knowledge and belief, all information included in this application is true and accurate, including the
commitment of all physical and financial resources. This application has been duly authorized by the participating
local authority. I understand the attached OFFICIAL ENDORSEMENT(S) binds the participating local governments to
assume responsibility for adequate maintenance of any newer improved facilities.
If ICAAP funding assistance is approved for the project described in this application, I understand that an executed
contract between the applicant and the Iowa Department of Transportation is required before such funding assistance
can be authorized for use in implementing the project.
Representing the
(Name of Applicant's Governing Authority)
September 30,2015
Signature Date
David Ness September 30,2015
Typed Name and Title Typed Date
(Governing Authority Official)
Page 4 of 6
3
A. Narrative
Existing Conditions
The project proposed in this application will reduce congestion and improve emissions at the intersection of
Iowa Highway 32/Northwest Arterial and Pennsylvania Avenue in Dubuque, Iowa. Iowa Highway 32 (North-
west Arterial) is a five-mile long state highway that primarily runs north and south across the western portion of
the City of Dubuque. Northwest Arterials northern terminus is at its intersection with US Highway 52 and its
southern terminus is at its intersection with US Highway 20. Pennsylvania Avenue is a Minor Arterial that runs
east and west across the City of Dubuque. See Attachment I for a map of the intersection.
Geometry of the Intersection
• The intersection of Northwest Arterial and Pennsylvania Avenue is a four-way signalized intersection.
• The north leg of the intersection has one left turn lane, one right turn only lane, and two through lanes.
• The south leg of the intersection has one left turn lane, one right turn lane only lane, and two through
lanes.
• The west leg of the intersection has one left turn lane, one right turn only lane, and two through lanes.
• The east leg of the intersection has one left turn lane, one through lane, and one through/right turn lane.
Intersection Description
The east leg approach of the Northwest Arterial and Pennsylvania Avenue intersection has one through lane
and one through/right turn lane. The through/right turn movement to go north is a very heavy movement. This
shared through/right turn lane is favored by many drivers going west(through) because it leads to a major hous-
ing development 1/4 mile to the west. Unfortunately it only takes one westbound vehicle queued at the light to
block all free right turn movements. Once blocked this lane rapidly backs up 400+ feet and beyond The queued
vehicles block adjacent business entrances which lead to more idling See Attachment B for a diagram of the
intersection.
Dubuque's West End neighborhood has experienced a high growth rate in housing. This intersection is also
located just west of Hempstead High School (2000 students) and just east of Eleanor Roosevelt Middle School
and Carver Elementary School - add student population. Signal timings at this intersection are reviewed and
updated throughout the year. The existing combination through/right turn lane does not efficiently handle right
turning traffic since a single vehicle going straight blocks all free right turn movements. ITS improvements have
been implemented at this intersection over the last 10 years to get the most efficiency from the existing geomet-
rics. This approach has come to the point when there is no substitute for geometric improvements. See Attach-
ment K for a map of the intersection with surrounding housing development, and schools.
HDR Engineering, Inc.(HDR) completed an Existing Conditions Analysis in 2006 and a Future Conditions
Analysis in 2007. The Iowa Department of Transportation commissioned both studies. Please see the included
DVD for a copy of the full HDR study.
The findings indicated that operational and safety concerns will continue to increase with the dramatic growth of
traffic volumes in this corridor. The statistical data of the 2035 and 2040 Dubuque Metropolitan Area Transpor-
tation Study Long Range Plans validates that Iowa Highway 32 at Pennsylvania Avenue intersection has a signifi-
cant"congestion". See Attachment J for pictures of the intersection.
Traffic
With the City of Dubuque's westward growth, the daily traffic volume entering the intersection has increased. A
review of the Iowa DOT Annual Average Daily Traffic (AADT) maps for the City of Dubuque found that over
4
A. Narrative
76,900 vehicles per day traveled through the intersection in 2013. The 2013 counts are used as base year (2015)
data. A review of historical AADT data for the intersection is shown in the following table.
Annual Average Daily Traffic (AADT) Historical Counts
Count Year Pennsylvania Ave NW Arterial Entering
East Leg West Leg North Leg South Leg Vehicles
2001 13,700 12,700 12,700 19,900 59,000
2005 14,500 13,100 15,200 20,700 63,500
2013 15,500 15,600 20,800 25,000 76,900
Source: IADOT Traffic Counts
Intersection traffic volumes increased 30.3%between 2001 and 2013. This increase in traffic through the inter-
section contributes to the overall congestion.
Future Traffic Volumes
The future traffic volumes for this intersection are based on projections provided in the HDR study and Travel
Demand Forecast Model. The projection shows that the intersection will have 116,300 vehicles per day in 2045.
The projections show that there will be 3% annual growth rate from 2013 to 2030.
Annual Average Daily Traffic (AADT) Futur ounts
Count Year Pennsylvania Ave NW Arterial Entering
East Leg West Leg North Leg South Leg Vehicles
2020 20,4001 13,800 30,400 35,800 100,400
2045 19,9001 15,100 36,500 44,800 116,300
Source: HDR study&DMATS model
Local Efforts
The City of Dubuque and IADOT are all committed to improving traffic flow within the Dubuque metro area
by incorporating ITS assets where necessary. The City has begun construction of a fiber optics backbone along
the Northwest Arterial and through parts of downtown. The City implemented the following improvements on
Northwest Arterial &Pennsylvania Ave from 2000 to 2015.
Improvements along NW Arterial at Penn:
• Mid 2000s (2005) Fiber conduit was installed along NW Arterial to interconnect the traffic signals
• 2008 - fiber was installed in this duct connecting signal along NW Arterial from US 20 to Plaza Drive
• 2010 - turn lanes along mainline extended. Right turn lanes added for SB and EB NW Arterial at Penn.
• New cabinets and microwave detection were installed to improve efficiency along NW Arterial. New
timing plans developed that gave progression to traffic on the NW Arterial.
Project Concept
The proposed improvements at Northwest Arterial and Pennsylvania Ave consist of adding right turn only lane
on east leg of Pennsylvania Ave with traffic signal adjustments. Adding a dedicated right turn lane would allow
free right turn movements during the red phase, and would allow overlapping turn movements to occur during
southbound left turn movements. This improvement in efficiency will result in minimized queue lengths, and
allow for \sustained coordination of Northwest Arterial,which will minimize idling.
5
A. Narrative
The City of Dubuque in partnership with Iowa DOT District 6 is seeking$332,000 from the Iowa Clean Air At-
tainment Program (ICAAP) to make these improvements.With secured funding, it is anticipated that construc-
tion could begin in April 2017,with completion in November 2017.
The Future Conditions Analysis for the Northwest Arterial completed by HER for the Iowa Department of
Transportation recommends the following based on existing conditions to improve corridor operations and/or
safety:
On Pennsylvania Avenue at NW Arterial intersection(Page 22, Detailed year 2020 proposed improvements
along the NW Arterial of NW Arterial Traffic Operations Study)
• Construct westbound right-turn lane and lengthen westbound left-turn lane
• Storage length of the westbound left-turn lane is limited by need to provide access to adjacent commer-
cial properties.
• Improvements will include construction of raised median,which terminates prematurely on the west leg
to provide access to the north side businesses.
See Attachment B for a Map of Improvements
Preferred Alternative & Budget
The recommended alternative is to provide a dedicated right turn line on the east leg of Pennsylvania Ave and
make improvements to traffic signal to reduce congestion.
Adding a dedicated right turn lane would allow free right turn movements during the red phase, and would
allow overlapping turn movements to occur during southbound left turn movements. This improvement in effi-
ciency would result in minimized queue lengths and blockages of these business entrances. These lane improve-
ments would also allow sustained coordination of Northwest Arterial. See Attachment C for the project budget
and Attachment D for the project implementation schedule.
Significant Improvement to Air Quality
The following calculations represent the specific emissions reductions expected as a result of the improvement
traffic operations and reduced intersection delay at the signalized intersection of Northwest Arterial and Penn-
sylvania Avenue.
Traffic counts from Iowa DOT in 2013 were used as base volumes. Traffic projections from HER study and
Dubuque Metropolitan Area Transportation Study(DMATS) Travel Demand Forecast Model are used for year
2040. Staff kept the traffic volume constant for year 2045.
The percentage of daily traffic that occurs during the a.m. peak hour is 10 percent of the Average daily traffic. The
p.m. peak hour is 10 percent of the Average daily traffic. The percentage from two peak hours was used in the
calculation for daily emissions.
Synchro Professional, traffic modeling software was used to determine existing intersection delay based on the
Webster Delay formula outline in the HCK Existing and future intersection delays with and without improve-
ments, in seconds per vehicle, during the a.m. peak hour and p.m. peak hour were calculated for the intersection
of Northwest Arterial and Pennsylvania Avenue. The delay savings are calculated by subtracting existing and
future intersection delays with and without improvements. The delay savings for existing and future years were
converted to an hourly delay by multiplying the number of vehicles entering the intersection during the a.m.
peak hour and converting seconds of delay to hours of delay. Table below provides the delay savings of the inter-
section improvements. See Attachment L for detailed delay study.
6
A. Narrative
Delay Savings for Northwest Arterial and Pennsylvania Avenue Intersection
Intersection Peak Hour Delay 2015 Peak Hour Delay 2045
AM Peak (sec) PM Peak (sec) AM Peak(sec) PM Peak(Sec)
Before Improvements 43.1 81.2 74.8 162.7
After Improvements 38.1 38.4 63.8 75.9
Savings 5.0 42.8 11.0 86.8
Source: MSA study
Emission factors in grams/hour for Carbon Dioxide(CO), HydrocarbonsNolatile Organic Compounds (VOC),
and Nitrogen Oxide(NOx) were developed using emission factors provided by the Iowa DOT Table below pro-
vides the emission factors. Idle emissions were calculated by multiplying emission factors at 2.5 miles per hour
by 2.5. Emission factors (grams/hr) were then multiplied by both the existing and the proposed total peak-hour
delays (hr) in order to determine emissions for during the a.m. peak hour. Daily emissions were determined by
dividing the peak hour emissions by 0.20, assuming that twenty percent of daily emissions occur in the peak
hour. See Attachment G for detailed calculations.
Overall Cost Benefit Analysis Table
These improved are estimated to reduce CO emissions by 574,031 kg/yr, VOC emissions by 171,842 kg/year and
NOX emissions by 26,474 kg/year in 2015. The project is also estimated to reduce CO emissions by 1,638,779 kg/
year, VOC emissions by 490,586 kg/year and NOX emissions by 75,578 kg/year by 2045.
EMISSIONS SAVINGS CO (Kg/Year) VOC(HC) (Kmar) NOX (Kg/Year)
YEAR 2015 574,031 171,842 26,474
YEAR 2045 1,638,779 490,586 75,578
Based on the project cost of$415,005, the estimated benefits for the projects are as follows
IMPROVEMENTS-COST EFFECTIVENESS
PROJECT DETAILS
Project Cost (ICAAP funded) $415,005
Project Life 30
Annual cost of the project(project cost/ $13,833.50
project life)
ANNUAL REDUCTIONS DUE TO CO (Kg/year) VOC (Kg/year) NOX (Kg/year)
IMPROVEMENTS
Base year (2015) 574,031 171,842 26,474
Future Year (2045) 1,638,779 490,586 75,578
COST EFFECTIVENESS: Base Year (2015) Future Year (2045)
CO =Annual Cost/Kg per year $0.02 $0.01
VOC=Annual Cost/Kg per year $0.08 $0.03
Nox=Annual Cost/Kg per year $0.52 $0.18
7
B. Detailed Map
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t
8
C. Itemized Breakdown of Project Costs
cM M CunCost wa
Es
Mw4gbeaiurc nswzpp ConstruRlon Cos[ESEm#e
SAM 12 AIL, 15
vArm rome GRANTPENN AVEPROJECT MIGHT TURN xFl
NEReeeeewE
ME
MALI $
PART mmpeanMe wnwo
00 DESCRIPTONAD STINGENCY 10 00% $ 33191 38
0000
SUN TM $ 15A25 00
1 2010 103 EP EMOok AMA 10 1111 CY 1211 11511,
I MUTUAL, Gil CO3ee AANPM GIbbise 7 Blew 911, ON 111 11111
TO TOM $ 3100 00
7 7010TW,q, Peelle It PAN 9 UNil ill 11 A, 111 1 1111
D.Nn 7030 Sidi Shered Lee MAN end El
11 I'll, E, Guleak PAN 4 UNil 2111 sy 111 A",
TO TOM $ 22 180 00
D.Nn 7040 Pel PETALUMA,,
TO TOM $ 107S00 00
NOT D.Nn 2527 Pel Mei
21 1 CLW6 CAxsw3k The "IN) —M
TO TOM $ CAI 00
NOT D.Nn 2528 TrAff. CALLS
TO TOM $ 5100 00
23 91,11, 11 111 12 1%11 IF 111 1 1111
21 911111 12 111 ROUN31 1%11 IF 31, 223111
TO TOM $ 5S93 75
TO TOM $ 600 00
TO TOM $ 5100 00
TOTAL $ 333AN 75
TOTAL CONSTRUCTION ESTIMATE
D. Time Schedule
Description Date
Grant Application October 2015
Notice of Funding January 2016
Approval of Funding Through STIP October 2016
Approval of Agreement November 2016
Construction Plan Preparation December 2016 - June 2017
Plans Approval July 2017
Advertise for Bids August 2017
Open Bid &Award Contract October 2017
Notice to Proceed December 2017
Construction April - November 2018
Project Closeout December 2018
10
E. Official Certification
RESOLUTION NO. -15
RESOLUTION AUTHORIZING THE FILING OF A GRANT APPLICATION WITH
THE IOWA DEPARTMENT OF TRANSPORTATION FOR IOWA CLEAN AIR
ATTAINMENT FUNDING FOR THE CITY OF DUBUQUE NW ARTERIAL AND
PENNSYLVANIA AVENUE RIGHT TURN LANE IMPROVEMENT
Whereas, the increasing growth of traffic volumes, along with operational and air
quality concerns, at the intersection of NW Arterial and Pennsylvania Avenue in the City
of Dubuque could be improved by adding a northbound right turn lane; and
Whereas, the City of Dubuque has determined that improvements to this
intersection, as recommended by the HDR Study commissioned by Iowa Department of
Transportation, will improve traffic flow; and
Whereas, the City of Dubuque is seeking the necessary funding for project
implementation and commits 20% matching funds required to access Iowa Clean Air
Attainment Funds, and upon completion, in cooperation with the Iowa Department of
Transportation, be responsible for adequately maintaining and operating the project for
public use during the project's useful life.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY
OF DUBUQUE, IOWA, THAT:
Section 1 . The City files this grant application for funds through the Iowa
Clean Air Attainment Program to fund NW Arterial and Pennsylvania Avenue right turn
lane improvement.
Passed, approved and adopted this 5th day of October, 2015.
Roy D. Buol, Mayor
Attest:
Kevin S. Firnstahl, CMC, City Clerk
11
F. Adopted Formal Resolution
r "
Or
Septemb or 30, 2015
DebraAry
Graft Programs AdrttiNstation, ICAAP
Office of Systems Planning
Iowa Department of Tansportatlon
000 Lincoln Way _
Ames, IA 50010
Dear Ms Ary,
The Dubuque Metropolitan Area Transportation Study (DMATS) would like to take this opportunity
to support the Iowa Q®n Air Aiminment Program (ICAAP) application by the City of Dubuque to
seek funding for Iowa Highway 3A Northwest Arterial and Pennsylvania Avenue This intersection
is one of the improvements recommended in DMATS 2040 Long Range Transportation Flan
(LkTP). This project is also o of the recommendations that came trough the HDR study
commissioned by Iowa Department of Transportation (IADOT) in 2006. Making close
improvements a this intersection will help in reducing congestion and emission on Northwest
Artenal and Pennsylvania Avenue Corridors.
This project is consistent wick the DMATS 2040 Long Range Tronsportarof Flan Part of the
overall goal is to improve quality of life within the region The aboveprojectwill play avital rolein
address quality of life improvements in the region
Sincerely,
INV-
Chandra
,C NV-
ChandraRavada
Director of Transportarof
12
G. Calculations
IADOT Emission Factors
Emission Factors at Intersection delay for intersec-
tion with traffic >6,000
Emission Factors Auto
CO (g/mi) 54.75
VOC(HC) (g/mi) 16.39
NOX(g/mi) 2.525
Emission Calculations
Northwest Arterial and Pennsylvania Avenue Intersection Improvements
SAVINGS Factors
2015 AM Peak 2015 PM Peak 2045 AM Peak 2045 PM Peak
Auto Auto Auto Auto
% AADT in peak hours 10% 10% 10% 10%
Peak hour volume 6,486 7,296 8,926 10,206
Delay savings peak hour (sec/veh) 5.0 42.8 11.0 86.8
Delay savings peak hour (hr) 9.01 86.74 27.27 246.08
Emission Factor CO (EF g/hr) 3,285 3,285 3,285 3,285
(convert g/mi to g/hr)
Peak Hour Emissions CO =peak 29,592 284,945 89,595 808,366
delay x EF CO (g)
Emission Factor VOC(HC) (EF g/ 983 983 983 983
hr) (convert g/mi to g/hr)
Peak Hour Emissions VOC(HC) = 8,859 85,301 26,821 241,993
peak delay x EF VOC(HC) (g)
Emission Factor NOX (EF g/hr) 152 152 152 152
(convert g/mi to g/hr)
Peak Hour Emissions NOX=peak 1,365 13,141 4,132 37,281
delay x EF NOX (g)
SAVINGS CO VOC(HC) NOX
Peak hour Emissions for 2015 (2015 AM Peak+ 2015 314,538 94,160 14,506
PM Peak)
Daily Emissions for 2015 (Peak hour*5) 1,572,688 470,801 72,530
Annual Emissions in (Kg/Year) =Daily*365/1,000 574,031 171,842 26,474
Peak hour Emissions for 2045 (2045 AM Peak+ 2045 897,961 268,814 41,413
PM Peak)
Daily Emissions for 2045 (Peak hour*5) 4,489,805 1,344,071 207,064
Annual Emissions in (Kg/Year) =Daily*365/1,000 1,638,779 490,586 75,578
13
G. Calculations
Overall Cost Benefit Analysis table
These improved are estimated to reduce CO emissions by 574,031 kg/yr, VOC emissions by 171,842 kg/year and
NOX emissions by 26,474 kg/year in 2015. The project is also estimated to reduce CO emissions by 1,638,779 kg/
year, VOC emissions by 490,586 kg/year and NOX emissions by 75,578 kg/year by 2045.
EMISSIONS SAVINGS CO (Kg/Year) VOC(HC) (Kg/Year) I NOX (Kg/Year)
YEAR 2015 574,031 171,842 126,474
YEAR 2045 1,638,779 490,586 175,578
Based on the project cost of$415,005, the estimated benefits for the projects are as follows
IMPROVEMENTS-COST EFFECTIVENESS
PROJECT DETAILS
Project Cost(ICAAP funded) $415,005
Project Life 30
Annual cost of the project(project cost/project life) $13,833.50
ANNUAL REDUCTIONS DUE TO CO (Kg/year) VOC (Kg/year) NOX (Kg/year)
IMPROVEMENTS
Base year (2015) 574,031 171,842 26,474
Future Year (2045) 1,638,779 490,586 75,578
COST EFFECTIVENESS: Base Year Future Year
(2015) (2045)
CO =Annual Cost/Kg per year $0.02 $0.01
VOC=Annual Cost/Kg per year $0.08 $0.03
Nox=Annual Cost/Kg per year $0.52 $0.18
14
H. Minority Impact Statement
(PIMAMT
Form 105101 (0309)
MINORITY IMPACT STATEMENT
Pursuant to 2008 Iowa Acts, HF 2393, Iowa Code Section 8.11, all grant applications submitted to the
state of Iowa that are due beginning January 1, 2009 shall include a Minority Impact Statement. This is
the state's mechanism for requiring grant applicants to consider the potential impact of the grant project's
proposed programs or policies on minority groups.
Please choose the statement(s) that pertains to this grant application. Complete all the
information requested for the chosen statement(s). Submit additional pages as necessary.
® The proposed grant project programs or policies could have a disproportionate or uniqueop sitiye
impact on minority persons.
Describe the positive impact expected from this project. As part of the intersection improvement, intersection
pedestrian facilities will also be improved.Pedestrian ramps will be reconstructed to conformance with
the Americans with Disabilities Act(ADA). In addition,the traffic signal equipment upgrades will
include Accessible Pedestrian Signal features including pedestrian walk interval countdown display and
accessible pedestrian pushbuttons.
Indicate which group is impacted:
❑ Women ® Persons with a disability ❑ Blacks ❑ Latinos ❑ Asians
❑ Pacific Islanders ❑ American Indians ❑ Alaskan Native Americans ❑ Other
❑ The proposed grant project programs or policies could have a disproportionate or unique negative
impact on minority persons.
Describe the negative impact expected from this project.None
Present the rationale for the existence of the proposed program or policy.
15
H. Minority Impact Statement
Provide evidence of consultation with representatives of the minority groups impacted.
Indicate which group is impacted:
❑ Women ❑ Persons with a disability ❑ Blacks ❑ Latinos ❑ Asians
❑ Pacific Islanders ❑ American Indians ❑ Alaskan Native Americans ❑ Other
❑ The proposed grant project programs or policies are not expected to have a disproportionate or
unique impact on minority persons.
Present the rationale for determining no impact.
I hereby certify that the information on this form is complete and accurate, to the best of my knowledge:
Name: David Ness
Title: Traffic Engineer, City Of Dubuque
Definitions
"Minority Persons," as defined in Iowa Code Section 8.11, means individuals who are women, persons
with a disability, Blacks, Latinos, Asians or Pacific Islanders, American Indians, and Alaskan Native
Americans.
"Disability," as defined in Iowa Code Section 15.102, subsection 7, paragraph "b," subparagraph (1):
b. As used in this subsection:
(1) "Disability"means, with respect to an individual, a physical or mental impairment that
substantially limits one or more of the major life activities of the individual, a record of physical or
mental impairment that substantially limits one or more of the major life activities of the
individual, or being regarded as an individual with a physical or mental impairment that
substantially limits one or more of the major life activities of the individual.
"Disability"does not include any of the following:
(a) Homosexuality or bisexuality.
(b) Transvestism, transsexualism, pedophilia, exhibitionism, voyeurism, gender identity disorders
not resulting from physical impairments or other sexual behavior disorders.
(c) Compulsive gambling, kleptomania, or pyromania.
(d) Psychoactive substance abuse disorders resulting from current illegal use of drugs.
"State Agency," as defined in Iowa Code Section 8.11, means a department, board, bureau, commission,
or other agency or authority of the state of Iowa.
16
M1 /
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O
J. PICTURES
Intersection of Northwest Arterial and Penns Ivanla Avelooler east
Proposed Right Turin — _
Lens Location
Intersection of Northwest Arterial end Penns Ivanla Ave looldn northeast
Proposed Right Turn —
Lane Location -
-
.neylvania Ave = ry
l
18
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L. Delay Study
Memo
fogs
More ideas Better solutions 8
To: David Ness, City of Dubuque
Chandra Ravada, East Central Intergovernmental Association
From: Kevin J. Rutland, MSA Professional Services
Subject: NW Arterial Delay Study, Pennsylvania Avenue &JFK Road interactions
Date: September 29, 2015
1. Introduction
At the request or the City or Dubuque and the East Central Intergovernmental Association ECIA) MSA has
prepared a delay analysis for the NW Arterial 'mterseRions with Pennsylvania Avenue and John F. Kennedy
(JFK) Road In the City of Dubuque. The agencies are submitting an application for the Iowa Clean Air
Attainment Program (ICAAP) to construct improvements at each Interested. A delay study is necessary as
part of the application process. A map of the study Interested is shown on Exhibit 1.
2. Data collection
Trane counts were collected using video from September 16, 2015 for both the AM and PM peak hours at
both Intersections. The AM Peak Hour occurs from J-0 AM,while the PM Peak Hour occurs from 5 6 PM.
Additionally,the volumes were forecast to 2040 utilizing data provided by the ECIA based on the N W Arterial
study completed by HER for the Iowa Department of Transportation. The percentage of traffic occurring In
each peak hourtor each approach was calculated based on existing count information (k tactor). Thatvolume
was further factored based on the direction split of traffic on each approach, and the specific turning
movements approaching each leg ofthe 'mtereRion to determine future year turning movement counts. A
summary of the traffic counts and forecast calculations is attached as Exhibit 2 (Pennsylvania Avenue) and
Eshust3 (JFK Road).
3. Operational Analysis & Results
The study covers the AM and PM peak hour for both current (2015) and future year (2040) conditions,
camps ring the existing Kenn etry with the proposetliimprovementmnditions. Theproposediimprovementat
the Pennsylvania Avenue Intersection late constmR a we tbound dedicated rightturn lane. The proposed
improvement atthe JFK Road Interested is to construct a southbound dedicated right turn lane. Theanalysis
assumes thatthe new geometric conditions would include revised signal timings,including right turn overlaps
forth, new dedicated rightturn lanes. The analysis was completed using Synchro B software, with HCM
outputs. A summary ofthe results is shown in Table 1 for Pennsylvania Avenue and Table 2 for JFK Road The
Synchro outputs are 'mduded 'mthe Appendix.
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21
L. Delay Study
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22
L. Delay Study
EXHIBIT 1 -1 , PROJECT LOCATION MAP N
NW ARTERIAL DELAY STUDY
CITY OF DUBUQUE
DUBUQUE COUNTY
JEC MORD
CCTTYY
INTERSECyY
FF
DINBIME COUNTY
PENNSYLVANIA AVE
INTERSECTION
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23
L. Delay Study
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24
L. Delay Study
APPENDIX
25
L. Delay Study
HCM 2010 Signalized Intersection Summary
2'. NW Arterial & Middle Road/Pennsylvania Ave 929¢015
EBL EBT EBR WBL WBi WBR NEL NET NBR BBL BBT SBR
Lane Configurations F }} IN F }7+ F }} If F }} If
Volume hear) 156 445 304 229 343 a 207 414 132 136 601 too
Number ] 4 14 3 a 1a 1 6 16 5 2 12
InNal Q Grab van 0 0 0 0 0 0 0 0 0 0 0 0
Per Bike VISA son 100 100 100 100 100 100 100 100
Parking Bus,Atli 100 100 100 100 100 100 100 100 100 100 100 100
VOL Bal Flow,veduan 1227 1a27 1a2 1792 1792 1900 1792 1792 1792 1 A 0 1 A 0 We
VOL Flow Rale,pear 165 4P3 BEA 244 366 94 220 440 147 144 Sea 195
VOL No.N lanes 1 2 1 1 2 0 1 2 1 1 2 1
Peak Mw Factor 094 094 094 094 094 094 094 094 094 094 094 094
Percent Heavy Veh,CO 4 4 4 6 6 6 6 6 6 5 5 5
Cap,pea 262 642 490 254 425 102 263 1004 593 272 1046 614
Curve On Breen 009 016 016 009 016 016 015 029 029 016 0B 0B
SaIFlow,pear 1740 Box 1663 PW 2650 6a6 PW 3406 1524 172a 343a 163a
Grp Volum ivcpear 165 4P3 BEA 244 229 pan 220 440 147 144 Sea 195
Grp Bal FlowO,veduan 1740 1736 1663 PW 1703 1672 PW 1703 1524 172a 1719 163a
QSeve(Lt1a 76 126 150 90 125 127 120 99 62 ]3 151 a3
Cycle Q Heard Lc6a 76 126 150 90 125 127 120 99 62 ]3 151 a3
Prop In Lane 100 100 100 041 100 100 100 100
Lane Grp Capd),pear 262 64a 490 254 265 264 263 1004 593 272 1046 614
VICRa11om 063 0S 065 096 "5 "7 0%] 044 025 063 Ofl 032
AvallCard a),pear 262 64a 490 254 265 264 306 1004 593 272 1046 614
HCM PM00n ano 100 100 100 100 100 100 100 100 100 100 100 100
reaped FIAer(I) 100 100 100 100 100 100 100 100 100 100 100 100
toward Delay 0),soon Be 390 221 346 329 Be 396 271 196 Be 222 196
nor Delay 02),teen 49 lea 32 456 224 263 19A 1A 10 72 27 1A
InNalQ Why(tl3)pNeh 00 00 00 00 00 00 00 00 00 00 00 00
-Ale Back01Q(60%)vehAn 39 71 ]] 64 76 ]] 70 4A 2A 40 76 3A
Load Oehyo)pAah 362 524 313 201 613 643 593 26 206 439 Beg 210
Load LOS 0 0 C F E E E C C 0 C C
Approach Vol,pear 962 FOB aW Aa
Approach Delay,seen 423 e" 366 Beg
Approach LOB 0 E 0 C
As(gnedPhs 1 2 3 4 5 6 ] A
Phs Shadow (G Y e),a 211 369 160 220 220 360 160 220
Change Period n`,D1 a ]0 ]0 ]0 ]0 ]0 70 ]0 ]0
Max Green Found (Am ad,a 179 260 90 150 150 2" 90 150
Max Q Clear Due 0 P flTy a 140 171 110 179 93 119 95 147
Breen Ad Due do c),a 02 49 00 00 02 70 00 02
Inlersedon Bummer MENNEI
HCM 2010 ad Why 429
HCM 2010 LOS 0
2015 AM Peak Hour 9222016 Existing Conditions AnchrOA Reaq
MBA Paget
26
L. Delay Study
Queues
2'. NW Arterial & Middle Road/Pennsylvania Ave 929/2016
Lane Group Flow Npb) 165 473 eta 244 469 220 440 147 144 639 196
vkTake Obs "V 047 191 "4 079 044 019 Obi 064 025
Control Delay as 672 147 909 51 6 6s9 2" 32 445 ea4 67
Queue Delay 09 09 09 09 09 09 09 09 09 09 09
Total Delay as 672 147 909 516 6s9 2" 32 445 ea4 67
Queue Lengths(th Q1) 74 IDs s0 -116 134 126 112 0 or lot 21
Queue Length 95th Q1) M34 1P63 164 1049 1216 102s 16s 32 143 242 62
Hennalunk DS Q1) 621 (Al 650 4s6
Turn Bay Length PC 106 176 W6 346 216 "636 276
Bare Capacity(Mh) 256 64s 709 242 646 304 1003 7s4 274 99s ]]s
Starvation Cap Real 0 0 0 0 0 0 0 0 0 0 0
Splllback Cap Retlupn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Real 0 0 0 0 0 0 0 0 0 0 0
Reducedvk Ratio Obs "0 046 191 094 072 044 019 Obi 064 025
Herreplon Summary
- volume exceeds apatlry,queue lstheoretlauonfini.
Queue Mourn is maximum anertwo cycles.
A 95th Comanche volume exceeds capacity,queue maybe longer.
Queue Mourn It maximum aXertwo cyder.
2016 AM Pak Mur 92s2015 EVSIng donations SypMm s Report
MSA Pages
27
L. Delay Study
HCM 2010 Signalized Intersection Summary
2'. NW Arterial & Middle Road/Pennsylvania Ave 9n912015
EBL EBT EBR WBL WBi WBR NBL NBT NBR SBL SBi SBR
Lane Configurations F }} IN F }7+ F }} If F }} If
Volume (Four) 154 415 213 174 360 218 263 665 288 181 620 106
Number 7 4 14 3 8 1s 1 6 16 5 2 12
Initial Q (Qb),per 0 0 0 0 0 0 0 0 0 0 0 0
Per Bike AddAFpb T) 190 190 190 190 190 190 190 190
Pound Bus,ACT 190 190 190 190 190 190 190 190 190 190 190 190
Atli Bal Flow,penmen 1863 1863 1863 1881 1881 1900 1863 1863 1863 1827 1827 1827
AdFlow Rate,venm 175 472 242 198 398 248 299 757 327 206 705 120
Atli No.N lanes 1 2 1 1 2 0 1 2 1 1 2 1
Peak Hour Factor "A "A "A "A "A "A 0a "A "A "A "A "A
Parent Heavy Vap% 2 2 2 1 1 1 2 2 2 4 4 4
Cap,vehm 262 447 420 282 290 179 243 1149 ON 242 1136 6s7
Anne OnGreen 011 013 013 012 014 014 014 0B 0B 014 0e 0e
Bal Flow,venin 1774 a29 1663 1792 2127 1310 1774 a29 1663 1740 3471 1663
ery Volume(v),perm 175 472 242 198 ea4 312 299 757 327 206 705 120
ery Bal Rowyyvehi 1774 1770 1663 1792 17s7 1660 1774 1770 1663 1740 1736 1663
QServe s),a 8A 129 129 99 1a0 139 139 175 141 110 163 44
Cycle Q Clearse c),a 8A 129 129 99 139 139 139 175 141 119 163 44
Prep In Lane 190 190 190 079 190 190 190 190
Lane Grp mpQ1venm 262 447 420 282 244 225 243 1149 ON 242 1136 6s7
VICFood) 067 196 058 070 137 129 12a 095 0a 096 092 OP
AnallCap(c a),verb 300 447 420 302 244 225 243 1149 ON 366 1136 6s7
HCM Platoon Rano 190 190 190 190 190 190 190 190 190 190 190 190
Upstream NATO) 190 190 190 190 190 190 190 190 190 190 190 190
Unitoim Delayteen 319 415 303 315 41 0 419 419 275 195 399 279 169
ncr Delay(12),teen 45 681 19 65 1593 1999 1347 39 24 114 25 05
Initial Q Oehydacghoah 09 09 09 09 09 09 09 09 09 09 09 09
°'tile Back01Q(50%),vehi 42 94 57 49 192 183 154 99 65 69 s2 29
Nery Wlay(U)pAah 365 995 Bet 384 Pana 2409 1757 305 219 513 295 165
FLAT LOS 0 F C 0 F F F C C 0 C B
Approach Vol,venin SAO 844 1eye 1031
Approach Delay,soon 0" loss 599 Be
Approach LOB E F E C
Assigned Phs 1 2 3 4 5 6 7 s
Phs Duation (WYHtc),t 209 384 184 199 202 WA 179 209
Change Pound VTFc),t 79 79 79 79 79 79 79 79
Max Green Found (Gma%yt 139 309 129 129 209 2t9 129 129
Max Q Clear lme 0 cTl),t 169 183 119 199 139 195 109 169
Green FN Time (p c15 09 75 01 09 03 2A 01 09
HCM 2010 art Delay 812
HCM 2010 TO F
2015 PM Peak Four 9282015 EVSIng Condi Bobby Repot
MBA Paget
28
L. Delay Study
Queues
2'. NW Arterial & Middle Road/Pennsylvania Ave 929/2016
Lane Group Flow Npb) 176 472 242 19s 646 299 ]6] 327 206 706 120
vkRate 062 190 039 Obs 116 124 076 039 071 064 014
Control Delay 3A] be 133 W9 1177 1P31 Wb 97 605 312 25
Queue Delay 09 09 09 09 09 09 09 09 09 09 09
Total Delay 3A] be 133 W9 1177 1P31 Wb 97 605 312 25
Queue Length5(1h Q1) ]s -165 60 90 -220 -225 220 66 11s 191 0
Queue Length 95th Q1) 130 1066 10s M46 C22 HI74 HI22 122 iso 246 2t
Hennalunk DS Q1) 621 OCT 600 4s6
Turn Bay Length PC 106 176 W6 346 216 "636 276
Bare Capadiy(vph) 302 474 627 304 663 242 10M s61 365 1096 s62
Starvation Cap Real 0 0 0 0 0 0 0 0 0 0 0
Splllback Cap Retlupn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Real 0 0 0 0 0 0 0 0 0 0 0
Reducedvk Rano Obs 190 039 Obs 116 124 076 Das 056 064 014
Herreplon Summary
- volume exceeds apatlry,queue lstheoretlauonfini.
Queue Mourn is maximum anertwo cycles.
A 95th Comanche volume exceeds capacity,queue maybe longer.
Queue Mourn It maximum aXertwo cyder.
2016 Be Pak Mur 92s2015 EVSIng donations SypMm s Report
MSA Pages
29
L. Delay Study
HCM 2010 Signalized Intersection Summary
2'. NW Arterial & Middle Road/Pennsylvania Ave AG&GO15
EBL EBT EBR WBL WBi WBR NBL NBT NBR SBL SBi SBR
Lane Centel F }} IN F }} If F }} If F }} If
Volume Qeh,h) 156 445 304 229 343 a 207 414 led 136 601 Too
Number 7 4 14 3 A 1s 1 6 16 5 2 12
Initial Q (Qb),van 0 0 0 0 0 0 0 0 0 0 0 0
Per Bike AddAFpb T) 190 190 190 190 190 190 190 190
Pound Bus,ACT 190 190 190 190 190 190 190 190 190 190 190 190
Atli Bal Flow,penmen 1827 1827 1827 1792 1792 1792 1792 1792 1792 1 A 0 1 A 0 1 A 0
AdFlow Rate,venm 165 473 Bea 244 366 94 220 440 147 144 S9 195
Atli No.N lanes 1 2 1 1 2 1 1 2 1 1 2 1
Peak Hour Factor 094 094 094 094 094 094 094 094 094 094 094 094
Parent Heavy Veh,CO 4 4 4 6 6 6 6 6 6 5 5 5
Cap,vehm 317 648 474 290 595 29 306 SON 684 254 s(5 567
Anne OnGreen 010 016 016 012 OP OP 018 028 028 015 025 025
Bal Flow,venin 1740 3471 1663 1707 edge 1524 1707 edge 1524 172t 3438 1638
ery Volume(v),perm 165 473 Bea 244 366 94 220 440 147 144 Sea 195
ery Bal Rowyyvehmtn 1740 1736 1663 1707 1703 1524 1707 1703 1524 172t 1719 1638
QServe s),a 74 126 169 119 9A 49 115 101 63 7A 162 A7
Cycle Heard Lc),a 74 126 169 119 9A 49 115 101 63 74 162 A7
Pop In Lane 190 190 190 190 190 190 190 190
Lane Grp tapey venin 317 648 474 290 595 29 306 SON 684 254 s(9 567
VICFood) 052 "0 Oso 094 Obi OP 072 045 025 057 074 034
AnallCap(c a),verb 346 648 474 290 595 29 306 SON 684 254 s(9 567
TOM Platoon Rano 190 190 190 190 190 190 190 190 190 190 190 190
Upstream NATO) 190 190 190 190 190 190 190 190 190 190 190 190
Unitoim Delayteen 294 Be 289 a" Be 2 211 Be 279 209 W 7 Be 217
ncr Delay(12),teen 13 lea 49 195 19 02 137 15 19 A9 55 17
Initial Q Oehydacghoah 09 09 09 09 09 09 09 09 09 09 09 09
%lle Back01Q(50%),vehM a7 71 8A 2A 46 17 66 49 2A 41 s3 39
Nery Wlay(U)pAah 307 524 Beg 503 381 213 504 295 219 466 381 2t4
FLAT LOS C 0 C 0 0 C 0 C C 0 0 C
Approach Vol,venin 962 703 W7 Ws
Approach Delay,soon 421 401 ea7 Be
Approach LOB 0 0 C 0
Assigned Phs 1 2 3 4 5 6 7 s
Phs Suallon (WYHtc),t 249 319 1" 229 210 349 164 2t6
Change Pound VTFc),t 79 79 79 79 79 79 79 79
Max Green Found (Gma%yt 179 249 119 169 199 279 119 169
Max Q Clear lme 0 cTl),t 135 182 139 179 94 121 94 114
Goen FN Time (p c15 02 35 09 09 01 67 01 22
TOM 2010 art Delay 381
TOM 2010 L05 0
2015 AM Peak Mur 9282015 Improvement Bcemno Bobby Repot
MBA Paget
30
L. Delay Study
Queues
2'. NW Arterial & Middle Road/Pennsylvania Ave AGU2016
--* -q, Irek— 4G- ellt r \sw l ✓
Lane Group Flow Npb) 165 473 eta 244 366 94 220 440 147 144 619 196
vkTake 052 0V 045 0%s 065 014 072 045 01s 056 074 026
Control Delay 291 672 143 676 43 6 22 613 29A 31 471 as ]A
Queue Delay 00 00 00 00 0A 00 00 00 00 0A 00 00
Total Delay 291 672 143 676 436 22 613 29A 31 471 as ]A
Queue Lengths(th Q1) 71 IDs s0 111 110 0 126 114 0 s2 1s6 22
Queue Length own Q1) 122 1P63 164 1031 159 is 102s 161 31 144 250 63
Hennalunk DS M) 621 (Al 650 4s6
Turn Bay Length PC 106 176 W6 160 346 216 "636 276
Bare Capadiy(vph) "636 64s 711 27s 660 667 307 96s 799 256 s6s 763
Starvation Cap Real 0 0 0 0 0 0 0 0 0 0 0 0
Splllback Cap Retlupn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Real 0 0 0 0 0 0 0 0 0 0 0 0
Reducedvk Ratio 049 "0 045 0%s 065 014 072 045 01s 056 074 026
A 95th Comanche volume exceeds capacity,queue maybe longer.
Queue Mourn It maximum aXertwo cycles
2015 AM Pak Mur 92s2015 Improvement Sanano SypMms Report
MSA Pages
31
L. Delay Study
HCM 2010 Signalized Intersection Summary
2'. NW Arterial & Middle Road/Pennsylvania Ave 9n912015
EBL EBT EBR WBL WBi WBR NBL NBT NBR SBL SBi SBR
Lane Centel F }} IN F }} If F }} If F }} If
Volume Qehb) 154 415 213 174 360 SA 263 665 2" lot 620 106
Number 7 4 14 3 A 1s 1 6 16 5 2 12
Initial Q (Qb),per 0 0 0 0 0 0 0 0 0 0 0 0
Per Bike AddAFpb T) 190 190 190 190 190 190 190 190
Pound Bus,ACT 190 190 190 190 190 190 190 190 190 190 190 190
Ad am Flow,poured 1too 1too 1too issi issi issi 1too 1too 1too 1s2] 1s2 1s2
AdFlow Rate,perh 175 472 242 19s 39s 24s 299 757 327 206 705 120
Atli No.N lanes 1 2 1 1 2 1 1 2 1 1 2 1
Peak Hour Factor "A "A "A "A "A "A 0a "A "A "A "A "A
Parent Heavy Vap CO 2 2 2 1 1 1 2 2 2 4 4 4
Cap,vehr 264 662 465 246 557 Re 373 1156 660 241 ss4 526
Anne OnGreen 09s 016 016 09s 016 016 021 0e 0e 014 025 025
Bat Flow,verb 1774 a29 1663 1792 3674 1699 1774 a29 1663 1740 Bad 1663
ery Volume(v),parr 175 472 242 19s 39s 24s 299 757 327 206 705 120
ery Bat Rowelvehi 1774 1770 1663 1792 17s] 1599 1774 1770 1663 1740 1736 1663
QServe s),a 79 123 121 8A 100 119 152 174 146 110 1s9 63
Cycle Q Heard Lc),a 79 123 121 8A 109 119 152 174 146 119 1s9 63
Pop In Lane 190 190 190 190 190 190 190 190
Lane Grp Caped pooch 264 662 465 246 557 Re 373 1156 660 241 ss4 526
VICFood) 095 096 052 "1 071 042 "0 096 050 096 "0 02a
AnallCap(c a),verb 264 559 465 246 564 Ask) 373 1156 660 "630 ss4 526
TOM Platoon Ratio 190 190 190 190 190 190 190 190 190 190 190 190
Upstream NATO) 190 190 190 190 190 190 190 190 190 190 190 190
Unitoim Delay dU tear 311 Be 279 ea0 ad 1 226 366 274 2" 400 ea1 225
ncr Delay(12),tear 69 123 19 175 4 2 O5 164 29 2A 147 74 19
Initial Q Oehydacghoah 09 09 09 09 09 09 09 09 09 09 09 09
%lle BackOr)(50%),vehM 43 70 64 24 63 49 92 99 69 63 95 24
Nery Wlay(U)pAah W 513 2s9 505 423 2t1 529 303 2t5 547 405 2t5
FLAT LOS 0 0 C 0 0 C 0 C C 0 0 C
Approach Vol,verb ss9 s44 1eye 1031
Approach Delay,soon 424 3a6 ea4 414
Approach LOB 0 0 C 0
Assigned Phs 1 2 3 4 5 6 7 s
Phs Surged (GYTTRA),t 279 312 169 21A 202 a" 169 21A
Change Pound VTFc),t 79 79 79 79 79 79 79 79
Max Green Found (Gma%yt 209 249 8A 169 1s9 269 8A 169
Max Q Clear lme 0 cTl),t 172 209 109 143 139 194 99 139
Goen FN Time do c15 02 31 09 05 02 4A 09 13
TOM 2010 art Delay ado
TOM 2010 L05 0
2015 PM Peak Mur 92s2015 Improvement Bcemno Bobby Repot
MBA Paget
32
L. Delay Study
Queues
2'. NW Arterial & Middle Road/Pennsylvania Ave 929/2016
--* -q, Irek— 4G- ellt r \sw l ✓
Lane Group Flow Npb) 176 472 242 19s ass 24s 299 ]6] 327 206 706 120
vkRate 067 "0 031 "4 072 036 "0 070 040 074 "0 OP
Control Delay 399 667 92 5" 461 106 626 Aa 109 634 416 3]
Queue Delay 09 09 09 09 09 09 09 09 09 09 09 09
Total Delay 399 667 92 5" 461 106 626 Aa 109 634 416 37
Queue Length5(1h Q1) s0 147 41 91 121 47 172 216 64 11s 210 0
Queue Length own Q1) MW 1019 by M]1 167 96 0792 2s2 130 1 b 270 2s
Hennalunk DS Q1) 621 OCT 600 4s6
Turn Bay Length PC 106 176 W6 160 346 216 "636 276
Bare Capadiy(vph) 262 66s ]]0 226 664 743 W6 1076 ort 32s 876 711
Starvation Cap Real 0 0 0 0 0 0 0 0 0 0 0 0
Splllback Cap Retlupn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Real 0 0 0 0 0 0 0 0 0 0 0 0
Reducedvk Rano 067 0%6 031 "4 071 0 e "0 070 040 063 "0 OP
A 95th Comanche volume exceeds capacity,queue maybe longer.
Queue Mourn It maximum aXertwo cycles
2016 PM Pak Mur 92s2015 Improvement Sanano SypMms Report
MSA Pages
33
L. Delay Study
HCM 2010 Signalized Intersection Summary
2'. NW Arterial & Middle Road/Pennsylvania Ave 9n912015
EBL EBT EBR WBL WBi WBR NBL NBT NBR SBL SBi SBR
Lane Centel F }} IN F }7+ F }} If F }} If
Volume Qeh,h) 162 463 3P 276 414 106 ed 649 216 222 9" 301
Number 7 4 14 3 A 1s 1 6 16 5 2 12
Initial Q (Qb),van 0 0 0 0 0 0 0 0 0 0 0 0
Per Bike AddAFpb T) 190 190 190 190 190 190 190 190
Pound Bus,ACT 190 190 190 190 190 190 190 190 190 190 190 190
Atli Bal Flow,penmen 1827 1827 1827 1792 1792 1900 1792 1792 1792 1 A 0 1 A 0 1 A 0
AdFlow Rate,venm 172 493 eW 294 440 113 346 650 pan SAO 1051 320
Atli No.N lanes 1 2 1 1 2 0 1 2 1 1 2 1
Peak Hour Factor 094 094 094 094 094 094 094 094 094 094 094 094
Parent Heavy Veh,CO 4 4 4 6 6 6 6 6 6 5 5 5
Cap,vehm 241 648 490 249 425 1W 306 1004 593 272 941 567
Anne OnGreen 009 016 016 009 016 016 018 029 029 016 027 027
Sen How,venin 1740 3471 1663 1707 Me) 6s6 1707 edge 1524 172t WA 122
ery VOlume(v),perm 172 493 eW 294 277 276 346 650 pan SAO 1051 320
ery Bal Rowyyvehmtn 1740 1736 1663 1707 703 1672 1707 703 1524 172t 1719 122
QServe s),a 7A 132 169 99 150 169 179 179 103 127 269 15A
Cycle Q Heard Lc),a 7A 132 169 99 169 169 179 179 103 127 269 15A
Pop In Lane 190 190 190 041 190 190 190 190
Lane Grp tapey venin 241 648 490 249 269 264 306 1004 593 272 941 567
VICFood) 071 090 069 1t 193 194 113 069 0B 097 112 056
AnallCap(c a),verb 241 648 490 249 269 264 306 1004 593 272 941 567
TOM Platoon Rano 190 190 190 190 190 190 190 190 190 190 190 190
Upstream NATO) 190 190 190 190 190 190 190 190 190 190 190 190
Unitoim Delayteen 306 Bea 24 34A 40 0 409 Be 296 209 Be 0 345 2t9
ncr Delay(12),teen 96 17A 49 1144 633 675 911 3A 19 291 679 49
Initial Q Oehydacghoah 09 09 09 09 09 09 09 09 09 09 09 09
°'tile Back01Q(50%),vehM 43 77 s2 79 117 11A 157 s5 47 s2 219 73
Nery Wlay(U)pAah 403 579 Be 1492 1033 1075 1301 ea5 22A so 1015 2"
FLAT LOS 0 E C F F F F C C E F C
Approach Vol,verb 1002 847 1265 1607
Approach Delay,soon 459 1206 579 819
Approach LOB 0 F E F
Assigned Phs 1 2 3 4 5 6 7 s
Phs Suallon (WYHtc),t 249 ea0 169 229 220 369 169 229
Change Pound VTFc),t 79 79 79 79 79 79 79 79
Max Green Found (Gma%yt 179 269 99 169 169 2" 99 169
Max Q Clear lme 0 cTl),t 199 2" 119 179 147 199 9A 179
Goen FN Time (p c15 09 09 09 09 09 79 09 09
TOM 2010 art Delay 74A
TOM 2010 L05 E
2040 AM Peak Four 92s2015 EVSIng Condi Bobby Repot
MBA Paget
34
L. Delay Study
Queues
2'. NW Arterial & Middle Road/Pennsylvania Ave 9292016
Lane Group Flow Npb) 172 0.93 "6W 294 663 346 650 pan 2N 1061 320
vkTake 072 090 047 125 191 113 069 030 "V 112 04a
Control Delay 433 606 149 1661 799 1 a] ea9 s2 704 1019 127
Queue Delay 09 09 09 09 09 09 09 09 09 09 09
Total Delay 433 606 149 1661 799 1 a] ea9 s2 704 1019 127
Queue Length5(1h Q1) ]] 166 s] -172 -172 -244 193 36 141 -NO P3
Queue Length 95th Q1) M44 1047 164 #31 12s6 Act 256 s2 10]6 ACT 143
Hennalunk DS Q1) 621 (Al 600 4s6
Turn Bay Length PC 106 176 W6 346 216 "636 276
Bare Capadiy(vph) 241 64s 711 2t6 64s 304 1003 773 271 940 760
Starvation Cap Real 0 0 0 0 0 0 0 0 0 0 0
Splllback Cap Retlupn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Real 0 0 0 0 0 0 0 0 0 0 0
Reducedvk Ratio 071 090 047 125 191 113 069 030 "V 112 04a
Herreplon Summary
- volume exceeds apatlry,queue lstheoretlauonfini.
Queue Mourn is maximum anertwo cycles.
A 95th Comanche volume exceeds capacity,queue maybe longer.
Queue Mourn It maximum aXertwo cyder.
2040 AM Pak Mur 92s2015 EVSIng donations SypMm s Report
MSA Pages
35
L. Delay Study
HCM 2010 Signalized Intersection Summary
2'. NW Arterial & Middle Road/Pennsylvania Ave 9n912015
EBL EBT EBR WBL WBi WBR NBL NBT NBR SBL SBi SBR
Lane Centel F }} IN F }7+ F }} If F }} If
Volume Qeh,h) 160 432 222 210 422 263 412 1043 461 298 1019 174
Number 7 4 14 3 A 1s 1 6 16 6 2 12
Initial Q (Qb),van 0 0 0 0 0 0 0 0 0 0 0 0
Per Bike AddAFpb T) 190 190 190 190 190 190 190 190
Pound Bus,ACT 190 190 190 190 190 190 190 190 190 190 190 190
Atli Bal Flow,penmen 1too 1too 1too 1Sol 1Sol 1900 1too 1too 1too 1827 1827 1827
AdFlow Rate,venm 182 491 252 FPS 4" 299 46s 1186 612 ea9 1168 198
Atli No.N lanes 1 2 1 1 2 0 1 2 1 1 2 1
Peak Hour Factor "A "A "A "A "A "A "A "A 0a "A "A "A
Parent Heavy Vap CO 2 2 2 1 1 1 2 2 2 4 4 4
Cap,vehm MA 447 EBB 302 306 190 243 867 666 366 1096 6s7
Anne OnGreen 011 013 013 013 014 014 014 024 024 021 0 B 0 B
Bal Flow,venin 1774 a29 1663 1792 2121 1316 1774 a29 1663 1740 3471 1663
ery Volume(v),perm 182 491 252 FPS 404 W6 46s 1186 612 ea9 1168 198
ery Bal Rowyyvehi 1774 1770 1663 1792 178] 1649 1774 1770 1663 1740 1736 1663
Q Serve s),a s3 129 119 109 1a 7 137 139 2t9 2t9 1A1 309 77
Cycle Q Heard Lc),a s3 129 119 109 137 137 139 2t9 2t9 lot 309 77
Pop In Lane 190 190 190 "a 190 190 190 190
Lane Grp tapey venin MA 447 E3 302 258 ZB 243 867 666 366 1096 637
VICFood) Oso 110 047 079 157 158 1 e 138 092 093 196 029
AnallCap(c a),verb one 447 E3 302 258 ZB 243 867 666 366 1096 637
TOM Platoon Rano 190 190 190 190 190 190 190 190 190 190 190 190
Upstream NATO) 190 190 190 190 190 190 190 190 190 190 190 190
Unitoim Delay dU teen at 415 24A 314 407 407 419 Be 296 Be A Bey 169
ncr Delay(12),teen 62 719 07 133 2749 2787 4324 1796 2t2 289 434 11
Initial Q Oehydacghoah 09 09 09 09 09 09 09 09 09 09 09 09
%lle Back01Q(60%),vehi 44 103 63 64 263 246 365 Be 165 116 209 35
Nery Wlay(U)pAah W9 1134 255 447 at6 3194 GABA 2166 62A 65.7 769 189
FLAT LOS 0 F C 0 F F F F 0 E F B
Approach Vol,venin 925 lots 2165 1656
Approach Delay,soon 744 2539 2t2 67.1
Approach LOB E F F E
Assigned Phs 1 2 3 4 6 6 7 s
Phs Suallon (WYHtc),t 209 W9 199 199 270 309 173 207
Change Pound VTFc),t 79 79 79 79 79 79 79 79
Max Green Found (Gma%yt 139 309 129 129 209 2t9 129 129
Max Q Clear Time 0 cTl),t 169 Be 129 149 201 259 103 157
Green FN Time (p c15 09 09 09 09 09 09 01 09
El
TOM 2010 art Delay 1627
TOM 2010 TO F
2040 PM Peak Four 92s2015 EVSIng Condi Bobby Repot
MBA Paget
36
L. Delay Study
Queues
2'. NW Arterial & Middle Road/Pennsylvania Ave 929/2015
Lane Group Flow Npb) is2 491 252 M ]]9 46s use 612 "6:9 lies 19s
vkRate 064 1 0 041 "0 139 193 1W 067 094 196 02a
Control Delay Q 1046 140 472 2160 4611 2060 205 72 762 66
Queue Delay 00 00 00 00 00 00 00 00 00 00 00
Total Delay Q 1046 140 472 2160 4611 2060 205 72 762 66
Queue Length5(1h M) s2 -P] 64 111 -at1 -439 -603 179 202 -406 21
Queue Length 95th M) 136 GAP 116 1003 WP 1612 1613 2s3 HI63 1616 64
Hennalunk DS M) 621 OCT 600 4s6
Turn Bay Length PC 106 176 W6 346 216 "636 276
Bare Capadiy(vph) 302 467 620 304 660 242 s62 ]]2 365 1096 s62
Starvation Cap Real 0 0 0 0 0 0 0 0 0 0 0
Splllback Cap Retlupn 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Real 0 0 0 0 0 0 0 0 0 0 0
Reducedvk Rano 060 1 0 041 079 139 193 1W 065 093 106 02a
Herreplon Summary
- volume exceeds apatlry,queue lstheoretlauonfini.
Queue Mourn is maximum anertwo cycles.
A 95th Comanche volume exceeds capacity,queue maybe longer.
Queue Mourn It maximum aXertwo cyder.
2040 Be Pak Mur 92s2015 EVSIng donations SypMm s Report
MSA Pages
37
L. Delay Study
HCM 2010 Signalized Intersection Summary
2'. NW Arterial & Middle Road/Pennsylvania Ave 9n912015
EBL EBT EBR WBL WBi WBR NBL NBT NBR SBL SBi SBR
Lane Centel F }} IN F }} If F }} If F }} If
Volume Qeh,h) 162 463 3P 276 414 106 ed 649 216 222 988 301
Number 7 4 14 3 8 1s 1 6 16 6 2 12
Initial Q (Qb),van 0 0 0 0 0 0 0 0 0 0 0 0
Per Bike AddAFpb T) 190 190 190 190 190 190 190 190
Pound Bus,ACT 190 190 190 190 190 190 190 190 190 190 190 190
Atli Bal Flow,penmen 1827 1827 1827 1792 1792 1792 1792 1792 1792 1 A 0 1 A 0 1 A 0
AdFlow Rate,venm 172 493 eW 294 440 113 346 650 pan SAO 1061 320
Atli No.N lanes 1 2 1 1 2 1 1 2 1 1 2 1
Peak Hour Factor 094 094 094 094 094 094 094 094 094 094 094 094
Parent Heavy Veh,CO 4 4 4 6 6 6 6 6 6 6 6 6
Cap,vehm FDA 621 666 222 639 670 eA 1078 609 369 1064 617
Anne OnGreen 098 016 016 009 016 016 022 0B 0B 021 031 031
Ban Flow,venin 1740 3471 1663 1707 edge 1624 1707 edge 1624 172t 3438 1638
ery VOlume(v),perm 172 493 eW 294 440 113 346 650 pan SAO 1061 320
ery Ban Rowyyvehmtn 1740 1736 1663 1707 1703 1624 1707 1703 1624 172t 1719 1638
Q Serve s),a 109 169 189 119 16 0 69 2a 2" 12A 161 365 189
Cycle Q Heard Lc),a 109 169 189 119 16 0 69 2a 2" 12A 161 365 189
Pop In Lane 190 190 190 190 190 190 190 190
Lane Grp tapey venin FDA 621 666 222 639 670 eA 1078 609 369 1064 617
VICFood) 074 096 Ofl 1B 092 020 094 054 038 056 099 052
AnallCap(c a),verb FDA 621 666 222 639 670 WO 1078 609 369 1064 617
TOM Platoon Rano 190 190 190 190 190 190 190 190 190 190 190 190
Upstream NATO) 190 190 190 190 190 190 190 190 190 190 190 190
Unitoim Delayteen 403 605 315 434 48 8 254 463 361 254 436 412 272
ncr Delay(12),teen 117 267 19 172A 96 02 312 29 1A 91 24A 31
Initial Q Oehydacghoah 09 09 09 09 09 09 09 09 09 09 09 09
°'tile Back01Q(60%),vehM 65 109 95 107 7 7 25 144 102 67 81 209 s5
Nery Wlay(U)pAah 629 772 ea4 2163 683 255 775 38A 272 627 659 303
FLAT LOS 0 E C F E C E 0 C 0 E C
Approach Vol,verb 1002 847 1265 1657
Approach Delay,soon 682 1W7 46x 669
Approach LOB E F 0 E
Assigned Phs 1 2 3 4 6 6 7 s
Phs Suallon (WYHtc),t Beg 441 1" 259 Be 469 179 269
Change Pound VTFc),t 79 79 79 79 79 79 79 79
Max Green Found (Gma%yt 269 W9 119 189 259 38A 109 199
Max Q Clear lme 0 cTl),t 25A 385 139 209 171 22A 129 179
Goen FN Time do c15 09 09 09 09 OA 107 09 1A
TOM 2010 art Delay so
TOM 2010 TO E
2040 AM Peak Mur 9282015 Improvement Bcemno Bobby Repot
MBA Paget
38
L. Delay Study
Queues
2'. NW Arterial & Middle Road/Pennsylvania Ave 9292016
--* -q, Irek— 4a- ellt r \sw l ✓
Lane Group Flow Npb) 172 0.93 "637 294 440 113 346 650 pan 2N 1061 320
vkTake 076 096 047 1W "2 016 096 064 029 066 0 e 04a
Control Delay 669 79 195 sea 629 6A be as 8A 63b 669 169
Queue Delay 09 09 09 09 09 09 09 09 09 09 09 09
Total Delay 669 79 195 sea 620 6A be as 8A 635 660 169
Queue Length5(1h Q1) 104 201 127 -249 176 6 264 240 34 169 426 111
Queue Length 95th Q1) M6! AEN 212 Mai 1261 41 M46 306 s6 259 M76 is]
Hennalunk DS Q1) 621 (Al 600 4s6
Turn Bay Length PC 106 176 076 216 346 216 "636 276
Bare Capadiy(vph) 22s 620 ]P 216 639 706 36s iWs 791 36s 1070 761
Starvation Cap Real 0 0 0 0 0 0 0 0 0 0 0 0
Splllback Cap Retlupn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Real 0 0 0 0 0 0 0 0 0 0 0 0
Reducedvk Ratio 076 096 047 1W "2 016 094 054 029 056 0 e 04a
Herreplon Summary
- volume exceeds apatlry,queue lstheoretlauonfini.
Queue Mourn is maximum anertwo cycles.
A 96thpercentlle volume exceeds capacity,queue maybe longer.
Queue Mourn It maximum aXertwo cyder.
2040 AM Pak Mur 92 akol 5 Improvement Sanano SypMm s Report
MSA Pages
39
L. Delay Study
HCM 2010 Signalized Intersection Summary
2'. NW Arterial & Middle Road/Pennsylvania Ave 9n912016
EBL EBT EBR WBL WBi WBR NBL NBT NBR SBL SBi SBR
Lane Centel F }} IN F }} If F }} If F }} If
Volume Qehb) 160 432 222 210 422 263 412 1043 461 298 1019 174
Number 7 4 14 3 A 1s 1 6 16 6 2 12
Initial Q (Qb),vah 0 0 0 0 0 0 0 0 0 0 0 0
Per Bike AddAFpb T) 190 190 190 190 190 190 190 190
Pound Bus,ACT 190 190 190 190 190 190 190 190 190 190 190 190
Ad am Flow,poured 1too 1too 1too issi issi issi 1too 1too 1too 1827 1 s2 1 s2
Ad Flow Rate,pahr 1 s 491 252 FPS 4" 299 463 1186 612 "639 11 5A 198
Aa No.N lanes 1 2 1 1 2 1 1 2 1 1 2 1
Peak Hour Factor "A "A "A "A "A "A "A "A 0a "A "A "A
Parent Heavy Vap CO 2 2 2 1 1 1 2 2 2 4 4 4
Cap,vehr 224 446 616 FPS 477 665 394 1286 727 348 11 So 650
Anne OnGreen 010 013 013 010 013 013 022 036 036 020 034 034
Bat Flow,verb 1774 a29 1663 1792 3674 1699 1774 a29 1663 1740 Bad 1663
ery Volume M.parr 1 s 491 252 FPS 4" 299 463 1186 612 "639 11 5A 198
ery Bat Row Q1vehi 1774 1770 1663 1792 17a] 1699 1774 1770 1663 1740 1736 1663
Q Serve s),a 129 179 179 199 1A 0 189 309 433 349 261 446 119
Cycle Q Heard Lc),a 129 179 179 199 1A 0 189 309 433 349 261 446 119
Pop In Lane 190 190 190 190 190 190 190 190
Lane Grp Caped pooch 224 446 616 FPS 477 665 394 1286 727 348 11 So 650
VICFood) "1 110 049 190 191 053 119 092 070 097 098 029
AnallCap(c a),verb 224 446 616 FPS 477 665 394 1286 727 348 11 So 650
TOM Platoon Ratio 190 190 190 190 190 190 190 190 190 190 190 190
Upstream NATO) 190 190 190 190 190 190 190 190 190 190 190 190
Unitoim Delaytear 466 699 365 4" 68 6 345 625 412 292 5a7 449 2t9
ncr Delay(12),tear 19A 731 07 5" 439 09 1079 123 67 412 216 19
Initial Q Oehydacghoah 09 09 09 09 09 09 09 09 09 09 09 09
°'tile BackOr)(60%),vehM 70 12A 77 69 117 A9 264 2t3 164 165 249 49
Nary Wlay(U)pAah 654 1321 W2 1069 1016 364 1695 635 34A 94A 656 249
FLAT LOS E F 0 F F 0 F 0 C F E C
Approach Vol,verb 925 lots 2165 1656
Approach Delay,soon 933 Soo 72 667
Approach LOB F F E E
Assigned Phs 1 2 3 4 6 6 7 A
Phs Suallon (WYHtc),t W9 639 219 249 340 669 209 259
Change Pound VTFc),t 79 79 79 79 79 79 79 79
Max Green Found (Gma%yt 309 469 199 179 279 499 139 189
MaxQ Clear lme 0 cTl),a 329 466 169 199 281 463 199 209
Goen FN Time (p c15 09 09 09 09 09 35 09 09 mi
TOM 2010 art Delay 769
TOM 2010 TO E
2040 PM Peak Mur 9282015 Improvement Bcemno Bobby Repot
MBA Paget
40
L. Delay Study
Queues
2'. NW Arterial & Middle Road/Pennsylvania Ave 929/2015
--* -q, Irek— 4G- ellt r \sw l ✓
Lane Group Flow Npb) is2 491 252 M On 299 46s use 612 "639 lies 19s
vkRate 0%2 110 0W 099 190 044 119 092 059 09s 09s 015
Control Delay so 1279 196 993 9" 2t4 1635 63% 216 963 65.7 115
Queue Delay 09 09 09 09 09 09 09 09 09 09 09 09
Total Delay so 1279 196 993 9" 2t4 1635 63% 216 963 65.7 115
Queue Length5(1h Q1) 12s -256 W 176 -226 1A -494 621 251 299 627 61
Queue Length 95th Q1) Acts HI59 163 HI22 Mui 210 *A7 1612 362 W]s *2 W
Hennalunk DS M) 621 OCT 600 4s6
Turn Bay Length PC 106 176 W6 216 346 216 "636 276
Bare Capacity(Mh) 215 446 6s6 241 02 672 393 12s4 s63 34] 11s2 s04
Starvation Cap Real 0 0 0 0 0 0 0 0 0 0 0 0
Splllback Cap Retlupn 0 0 0 0 0 0 0 0 0 0 0 0
Storage Cap Real 0 0 0 0 0 0 0 0 0 0 0 0
Reducedvk Rano "1 110 0W 099 190 044 119 092 059 09s 09s 015
Herreplon Summary
- volume exceeds apatlry,queue lstheoretlauonfini.
Queue Mourn is maximum anertwo cycles.
A 95th Comanche volume exceeds apathy,queue maybe longer.
Queue Mourn It maximum aXertwo cyder.
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