City of Rialto · Transportation Commission Regular Meeting May 3, 2017 ORAL COMMUNICATIONS POLICE DEPARTMENT LIAISON REPORT RIALTO UNIFIED SCHOOL DISTRICT LIAISON REPORT NEW BUSINESS

Transportation Commission

City of Rialto

Regular Meeting

Council Chambers

150 S. Palm Ave.

Rialto, CA 92376

Chairperson Dennis Barton

Vice-Chairperson Allan Kirst

Commissioner Stephanie Lewis

Commissioner Kelvin Moore

Commissioner John Plasencia

Commissioner Max Tidler

Mayor Deborah Robertson

COUNCIL CHAMBERS6:00 PMWednesday, May 3, 2017

In compliance with the Americans with Disabilities Act, if you need special assistance to participate in this meeting, please

contact the Public Works Department at (909) 421-7279. Notification 48-hours prior to the meeting will enable the City to

make reasonable arrangements to ensure accessibility to this meeting [28 CFR 35.102-35.104 ADA Title II].

Members of the public are given an opportunity to speak on any listed agenda items. Please notify the Public Works

Department if you wish to do so. All agendas are posted in the City Hall Administration Building (150 South Palm Avenue,

Rialto, CA 92376) at least 72-hours in advance of the meeting. Copies of the staff reports relating to each item on the

agenda are on file in the Public Works Department. Please call (909) 421-7279 to inquire about any items described on

theagenda.

Based upon the open meeting laws (the Brown Act), additional items may be added to the agenda and acted upon by the

Transportation Commission only if it is considered to be a “subsequent need” or “emergency item” and is added by a

two-thirds vote. Matters raised under Oral Communications may not be acted upon at that meeting other than as provided

above.

CALL TO ORDER

ROLL CALL

Chair Dennis Barton, Vice-Chair Allan Kirst, Commissioner Stephanie Lewis, Commissioner Kelvin Mooore, Commissioner

John Plasencia, Commissioner Max Tidler, Mayor Deborah Robertson

MOMENT OF SILENCE/INVOCATION

PLEDGE OF ALLEGIANCE

APPROVAL OF MINUTES FROM REGULAR MEETING

1 17-407 APPROVAL OF MINUTES

Regular Meeting - April 5, 2017

ACTION ITEM

04-05-17Attachments:

Page 1 City of Rialto Printed on 4/27/2017

May 3, 2017Transportation Commission Regular Meeting

ORAL COMMUNICATIONS

POLICE DEPARTMENT LIAISON REPORT

RIALTO UNIFIED SCHOOL DISTRICT LIAISON REPORT

NEW BUSINESS ITEMS

1 17-360 Focused Traffic Impact Analysis - WSS/Aldi Market Project at the

Northeast Corner of Foothill Boulevard and Cactus Avenue.

ACTION ITEM

Attachment 1 - Vicinity Map

Attachment 2 - Site Plan

Attachment 3 - Trip Generation Rates & Estimates

Attachment 4 - Mitigation Measures

Attachment 5 - Fair Share Calculations

Attachments:

2 17-365 Acceptance of the School Zone Traffic Safety Request Procedure for

Addressing Traffic Related Issues within the School Zones Established

in the Safe Route to School Program.

ACTION ITEM

3 17-402 Proposed Street Sweeping Parking Enforcement Program.

ACTION ITEM

Attachment 1 - Picture of Street Sweeper

Attachment 2 - Rialto Proposed Sweeping Routes 1 2016 Sep

Attachment 3 - CVC Section 22507.6

Attachment 4 - Pictures of Typical Problems

Attachment 5 - Projection of Citations Processed

Attachments:

4 17-416 Delivery of the Draft Focused TIA for PA 108 - Revised Building 6

INFORMATION ITEM

Bldg 6 Peak Shift Analysis Letter Report 2

PA 108 Building 6 Focused Traffic Analysis

Attachments:

ENGINEER'S REPORT

FUTURE AGENDA ITEMS


May 3, 2017Transportation Commission Regular Meeting

1 17-361 · Discussion on Identifying a Plan for Improvements South of the I-10

Freeway

· Transportation Planning/Funding Major Improvements

· Cactus/I-10 Crossing

· Pepper Avenue Interchange Project

· Information on Regional Discussions

· Transportation Plan as it Relates to Active Transportation

· Local Fees for Transportation Improvements

· Signal Prioritization Plan

· Future Improvements to Riverside Avenue, Sierra Avenue and the I-

15 Junction

· Riverside Avenue Bridge Widening Over the UPRR

· Discussion of Updating Bike Paths

· Alder Avenue/SR-210 - Proposed Feasibility Study

COMMISSIONER REPORTS

ADJOURNMENT


Council Chambers150 S. Palm Ave.Rialto, CA 92376

City of Rialto

Legislation Details (With Text)

File #: Version: 117-407 Name:

Status:Type: Minutes Agenda Ready

File created: In control:4/26/2017 Transportation Commission

On agenda: Final action:5/3/2017

Title: APPROVAL OF MINUTESRegular Meeting - April 5, 2017

ACTION ITEM

Sponsors:

Indexes:

Code sections:

Attachments: 04-05-17

Action ByDate Action ResultVer.

APPROVAL OF MINUTESRegular Meeting - April 5, 2017

ACTION ITEM

City of Rialto Printed on 4/27/2017Page 1 of 1

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Regular Transportation Commission Meeting Minutes – April 5, 2017 Page 1

REGULAR MEETING of the

TRANSPORTATION COMMISSION

MINUTES April 5, 2017

The regular meeting of the Transportation Commission of the City of Rialto was held in the City Council Chambers located at 150 South Palm Avenue, Rialto, California 92376, on Wednesday, April 5, 2017.

o0o

CALL TO ORDER Chairperson Dennis Barton called the meeting to order at 6:02 p.m.

ROLL CALL The roll was called and the following Commissioners were present: Dennis Barton, Allan Kirst, Max Tidler, Stephanie Lewis, John Plasencia and Kelvin Moore. City Staff/Liaisons present: Robert Eisenbeisz, Public Works Director/City Engineer, Azzam Jabsheh, Traffic Engineer, and Michele Aguirre, Commission Clerk.

o0o

APPROVAL OF MINUTES The minutes from the March 1st meeting were reviewed by the Commission and approved as written.

Commissioner Tidler moved to approve the minutes from the March 1st meeting as written.

Commissioner Kirst seconded the motion.

The motion was carried to approve the minutes of the March 1, 2017 meeting as written.

o0o

ORAL COMMUNICATIONS None

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POLICE DEPARTMENT LIAISON REPORT

No report.

o0o

RUSD LIAISON REPORT No report.

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NEW BUSINESS

Discussion on Revised Truck Turning Template – Cedarhill Plaza

Robert Eisenbeisz reviewed the revised truck turning template with the Commission for the Cedarhill Plaza. He discussed the improvements made which allows trucks to enter into the development without encroaching into other traffic lanes.

Comments

Chairperson Barton gave kudos to Daniel Casey of Development Services for the suggested changes made to correct the issue.


Action

Commissioner Kirst moved to approve the revision to the Cedarhill Plaza truck turning radius.

Commissioner Lewis seconded the motion.

All voted in favor of approving the revision to the Cedarhill Plaza truck turning radius.

o0o

Accept Highway Safety Improvement Program, Cycle 8 Grant for Construction of Median Islands on Base Line Road between Willow Avenue and Meridian Avenue

Azzam Jabsheh reviewed the staff report and requested recommendations for the item.

Eisenbeisz added that this item will also be taken to the Economic Development Committee (EDC) for review and provided an explanation why.

Questions & Comments

Eisenbeisz answered questions and responded to comments from the Commission with regard to: If accessibility would be built into the grant at Willow Avenue.

A discussion ensued regarding push buttons on median islands and accessibility through the medians.

Suggestions, Requests & Recommendations

Chairperson Barton suggested consulting with the Fire Department on this project as well.

Chairperson Barton requested to make sure that there would be adequate storage for left turn lanes.

Action

Commissioner Kirst moved to accept the Highway Safety Improvement Plans, Cycle 8 Grant for Construction of Median Islands on Base Line Road between Willow Avenue and Meridian Avenue as presented.

Commissioner Tidler seconded the motion.

All voted in favor of accepting the Highway Safety Improvement Plans, Cycle 8 Grant for Construction of Median Islands on Base Line Road between Willow Avenue and Meridian Avenue as presented.

o0o

Accept Highway Safety Improvement Program, Cycle 7 Grant for the Installation of Class II Bike Lanes


Eisenbeisz added that both locations on the non-motorized transportation plan for the County of San Bernardino. He advised that south Riverside Avenue will eventually connect to the bike trail. He stated that the only concern is having the bikes up where the large trucks travel. A discussion ensued regarding parking and what measures would

need to be taken for the bike lanes.


Eisenbeisz & Jabsheh answered questions and responded to comments from the Commission with regard to:


If reflective materials would be used as some locations in the south end are very dark.

Why the decision was made to use a 3 foot buffer.

Action

Commissioner Kirst moved to accept the Highway Safety Improvement Program, Cycle 7 Grant for the Installation of Class II Bike Lanes.

Commissioner Tidler seconded the motion.

All voted in favor of accepting the Highway Safety Improvement Program, Cycle 7 Grant for the Installation of Class II Bike Lanes.

o0o

Acceptance of the Active Transportation Program Cycle 2 Grant and the Transportation Development Act Article 3 Grant for the Installation of Class II Bike Lanes, Class III Bike Routes and Various Improvements along the Etiwanda Corridor


Eisenbeisz will be issuing a Request for Proposal (RFP) for the design work.


Eisenbeisz and Jabsheh answered questions and responded to comments from the Commission with regard to: Comment made by Chairperson Barton that this was a great project. What would be solar powered and if there was no sun if there would

be enough electricity to backup. A discussion ensued regarding solar power and battery life for

solar powered equipment.

Action

Commissioner Plasencia moved to accept the Active Transportation

Program Cycle 2 Grant and the Transportation Development Act Article 3 Grant for the Installation of Class II Bike Lanes, Class III Bike Routes and Various

Improvements along the Etiwanda Corridor.

Commissioner Moore seconded the motion.

All voted in favor of accepting the Active Transportation Program Cycle 2

Grant and the Transportation Development Act Article 3 Grant for the Installation of Class II Bike Lanes, Class III Bike Routes and Various Improvements along

the Etiwanda Corridor.

o0o

ENGINEER’S REPORT Robert Eisenbeisz reported on and answered questions on the following items: Walmart Opening Ayala Drive Widening Renaissance Parkway Work Agua Mansa Meeting Scheduling Pepper Avenue Interchange Project

Jabsheh reported on the Open Street/Go Human Event that was scheduled for April 19, 2017 on Rialto Avenue and all the planned activities.

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FUTURE AGENDA ITEMS No changes, additions or deletions.


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COMMISSIONER REPORTS Commissioner Kirst – Stated Etiwanda Avenue between Sycamore and Riverside Avenue seems to be very dark at night. Suggested adding another light on the south side closer to Sycamore Avenue.

Commissioner Tidler – No Report.

Commissioner Lewis – Commented that her exit from the SR-210 Freeway onto Riverside Avenue was smooth in terms of the traffic signals and flow.

Commissioner Plasencia – No Report

Commissioner Moore – Inquired about the traffic signal at Pepper and Highland Avenues.

Chairperson Barton – Commented that staff is working hard and doing good things. He stated that he appreciated staff for all they are doing.

o0o

ADJOURNMENT Commissioner Tidler made a motion to adjourn the meeting.

Commissioner Plasencia seconded the motion.

The motion was carried and the meeting adjourned at 6:55 p.m.


City of Rialto



Status:Type: Agenda Item Agenda Ready



Title: Focused Traffic Impact Analysis - WSS/Aldi Market Project at the Northeast Corner of FoothillBoulevard and Cactus Avenue.

ACTION ITEM

Sponsors:

Indexes:

Code sections:

Attachments: Attachment 1 - Vicinity Map

Attachment 2 - Site Plan

Attachment 3 - Trip Generation Rates & Estimates

Attachment 4 - Mitigation Measures

Attachment 5 - Fair Share Calculations


For Transportation Commission Meeting [May 3, 2017]

TO: Honorable Chairperson and Commission

APPROVAL: Robert G. Eisenbeisz, P.E., Public Works Director/City Engineer

FROM: Gene Klatt, P.E., Consultant Engineer, Lockwood Engineering

Focused Traffic Impact Analysis - WSS/Aldi Market Project at the Northeast Corner of FoothillBoulevard and Cactus Avenue.

ACTION ITEM

BACKGROUND:The proposed WSS/Aldi Market (Project) is located along the north side of Foothill Boulevard at thenortheast corner of the intersection of Foothill Boulevard at Cactus Avenue. The site location isshown on Page 3 of the TIA in Figure 1, which is included as Attachment 1.

The Project proposes the construction of an 18,841 square foot discount grocery store and a 12,430square foot shoe store.

The site will have two driveways onto Foothill Boulevard and one driveway onto Cactus Avenue. Alldriveways have been analyzed as right in/right out as median islands are planned for FoothillBoulevard and Cactus Avenue per the Specific Plan and/or the City General Plan. The drivewaysonto Foothill Boulevard are proposed as 40 foot wide while the northerly driveway on Cactus Avenueis proposed to be 24 feet wide. The site plan is on page 5 of the TIA as Figure 2, which is includedCity of Rialto Printed on 4/27/2017Page 1 of 4


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http://rialto.legistar.com:443/View.ashx?M=F&ID=5131722&GUID=387D6B76-8FEA-4EB9-AB4F-7D5B8F12CAA7

File #: 17-360, Version: 1

is proposed to be 24 feet wide. The site plan is on page 5 of the TIA as Figure 2, which is includedas Attachment 2. The easterly driveway onto Foothill Boulevard is proposed as a shared drivewaywith the Carl’s Jr. to the east. There are recorded agreements for the sharing of access rights andthe driveway is planned to be widened and moved westerly.

The trip impacts were estimated using standard rates from ITE Trip Generation Manual for discountsupermarket (854) and shopping center (820). Table 5 page 18 of the TIA, which is included asAttachment 3, shows the net trip impacts using standard rates. The percentage of trucks wasestimated at 2% of total traffic. A 15% Pass-by trip reduction was allowed for this center. Total dailytrips, with the allowed pass-by reduction, are estimated at 2002 PCE with the AM/PM peak hourbeing 55/185 PCE trips.

PCE conversion of trucks by axels is as contained in the CMP.

The traffic and intersection counts were collected in March of 2017. The development on the southside of Foothill Boulevard was conditioned and paid their fair share to the median island for FoothillBoulevard Blvd. This project is conditioned to pay their share and install the median island onFoothill Boulevard across their frontage; however, staff is recommending that the Foothill Boulevardmedian installation be deferred similar to the development on the south side until a morecomprehensive evaluation of access controls along the Foothill Boulevard corridor can be completed.Any deferral agreement will be executed and the project will be required to pay the fair share amounttoward the cost of the median installation. The Transportation Commission may makerecommendations on the median island on Cactus Avenue, as the west side of Cactus Avenue,which is Flood Control right of way and will not be developed in the foreseeable future.

Analysis of the opening year (assumed to be 2018) plus cumulative projects indicated operationalconcerns at the following intersections:

· #1 - Foothill Boulevard at Cedar Avenue

· #2 - Foothill Boulevard at Larch Avenue

All intersections are able to achieve satisfactory level of service with the improvements listed onpage 35 and 36 of the TIA, which is included as Attachment 4. It is noted that the overallintersection may achieve LOS D but several individual movements (mostly left turns) are at LOS E.

There are no operational concerns for any of the Roadway segments and Foothill Boulevard, as wellas Cactus Avenue, are both already developed to the General Plan width.

Page 38, Section D, which is included as Attachment 5, lists the improvements recommended tobring the LOS to acceptable levels along with the fair share costs.

ANALYSIS/DISCUSSION:This analysis is based on standard ITE rates and the City truck splits. The TIA analyzed existing andforecast peak hour intersection operations to determine potential impacts on peak hour level ofservice. It used current traffic counts (March 2017). It appears to be consistent with other recentTIA’s and traffic projections. It is evident from the data that specific lane movements at the signalizedintersections will exceed LOS D upon opening with cumulative projects. The proposedimprovements do not address the individual lane movement issues. Recommended improvementsfor the intersection of Foothill Boulevard/Cedar Avenue are the adjustment of timing splits to improveefficiency of the intersection. In addition, staff has identified a need to install a right turn overlapCity of Rialto Printed on 4/27/2017Page 2 of 4



efficiency of the intersection. In addition, staff has identified a need to install a right turn overlapphase from westbound Foothill Boulevard to northbound Cactus Avenue. The installation of theoverlap phase will result in the need to prohibit southbound to northbound U-turns on Cactus Avenueat Foothill Boulevard. There currently is insufficient space for this movement so the prohibition isrecommended with or without the project. The overall timing of the traffic signal at Foothill/Cactus willremain consistent with the existing coordination plan along Foothill Boulevard. The TIA recommendsthat ultimately a traffic signal will be necessary at Foothill Boulevard/Larch Avenue. It correctly notesthat three of the four corners of this intersection are currently undeveloped and that the intersection iscontained in the City’s CMP list of projects for funding from the Regional DIF.

Truck routing is along Foothill Boulevard from Cedar Avenue (truck route). It appears that theplanned access for delivery trucks will be north on Lilac Avenue to the alley north of FoothillBoulevard and west in the alley to the site. The trucks will exit to westbound Foothill Boulevardreturning to Cedar Avenue.

Section D, page 38 (Attachment 5) of the TIA provides a summary of cost estimates, descriptionsof the improvements and existing funding sources for the impacted locations.

The TIA Mitigation Measures for intersection improvements are shown on page 35 and 36(Attachment 4) of the TIA. The traffic signal at Foothill Boulevard at Larch Avenue is not warrantedat this time and ¾ of the intersection are undeveloped. Funding for the signal is included in theRegional DIF fee, which this project pays.

The report proposes to pay fair share toward the improvements listed on page 35 and 36(Attachment 4) of the TIA. In addition, a condition of the project requires the improvements alongthe north side of Foothill Boulevard and west side of Cactus Avenue as well as median improvementsin Foothill Boulevard; however, staff recommends that the median improvements be deferred. Themedian in Cactus Avenue adjacent to the site is at the recommendation of the TransportationCommission as to timing and/or construction along with the project.

· Pay fair share of improvements at Foothill Boulevard at Cedar Avenue at 4.8% or $240.

· In addition to the fair share contribution, staff recommends that the development be conditionedto install a right-turn overlap phase for westbound to northbound traffic.

The total fair share payments for intersections total $240.

These fair share estimates are based on the amount of traffic this project adds to the total projectedtraffic.

Conclusion

The first scoping agreement was submitted January 30, 2017. The first version of the TIA for thisProject was provided to staff on April 3, 2017. Staff reviewed the draft TIA and has providedcomments on its contents. On April 11, 2017, the final TIA was submitted and distributed to theCommission for review.

This project will complete roadway improvements adjacent to the project site.

The project appears to be consistent with zoning and required improvements will be in place prior toCity of Rialto Printed on 4/27/2017Page 3 of 4



The project appears to be consistent with zoning and required improvements will be in place prior toopening. Mitigation is to the level required by the City.RECOMMENDATION:

Staff requests that the Transportation Commission:

· Set final conditions and recommendations related to approval.

· Accept the proposed fair share calculations and staff recommendations.

· Recommend approval to the City Council.



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Draft ALDI/WSS Cactus & Foothill Shopping Center Transportation Impact Analysis April 2017

18

TABLE 5 TRIP GENERATION RATES AND ESTIMATES

TRIP GENERATION RATES

Proposed Project Land Use ITE# Units Daily

AM Peak PM Peak

In % Out % Total In % Out % Total

ALDI Discount

Supermarket 854 per KSF 90.86 58% 42% 2.53 50% 50% 8.34

WSS Shopping Center 820 per KSF 42.7 62% 38% 0.96 48% 52% 3.71

TRIP GENERATION ESTIMATES

Proposed Project Land Use Size Units Daily

AM Peak PM Peak

In Out Total In Out Total

ALDI Discount

Supermarket 18.841 KSF 1,712 28 20 48 79 79 157

WSS Shopping Center 12.43 KSF 531 7 5 12 22 24 46

Subtotal 2,243 34 25 60 101 103 203

15% Pass-By Trip Allowance -336 -5 -4 -9 -15 -15 -30

Total Project Trips 1,907 29 21 51 86 88 173

PCE Adjusted1 2,010 31 22 54 91 93 182

Notes: 1. PCE adjusted data is provided for informational purposes only.

Source: Trip Generation, 9th Edition (ITE, 2012)


34

IV. MITIGATION MEASURES This section summarizes the impacts identified in the study, traffic signal warrants conducted, and recommended mitigation measures.

A. Impacts The transportation impact analysis resulted in a significant impact at the following two intersections:

Foothill Boulevard & Cedar Avenue Foothill Boulevard & Larch Avenue

The addition of project traffic in the PM peak hour of the Existing Plus Growth Plus Cumulative With Project Scenario increased the delay by more than two seconds at each intersection already operating at LOS E in the Existing Plus Growth Plus Cumulative Without Project Scenario.

B. Traffic Signal Warrants A peak hour traffic signal warrant1 assessment was prepared for the unsignalized intersection of Foothill Boulevard at Larch Avenue to identify if the intersection satisfies the warrant for traffic signal installation.

The results indicate that a warrant is not satisfied for either peak hour in the Existing Plus Growth Plus Cumulative With Project Scenario. Technical calculations are provided in Appendix H.

1 This analysis is intended to examine the general correlation between the planned level of future development and the need to install new traffic signals. It estimates future development-generated traffic compared against a sub-set of the standard traffic signal warrants recommended in the Federal Highway Administration Manual on Uniform Traffic Control Devices and associated State guidelines. This analysis should not serve as the only basis for deciding whether and when to install a signal. To reach such a decision, the full set of warrants should be investigated based on field-measured, rather than forecast, traffic data and a thorough study of traffic and roadway conditions by an experienced engineer. Furthermore, the decision to install a signal should not be based solely upon the warrants, since the installation of signals can lead to certain types of collisions. The City of Rialto should undertake regular monitoring of actual traffic conditions and accident data, and timely re-evaluation of the full set of warrants in order to prioritize and program intersections for signalization.


35

C. Recommended Mitigation Measures The following mitigation measures are recommended at the impacted locations:

Foothill Boulevard & Cedar Avenue

The applicant shall make a fair share contribution to the City of Rialto retiming the intersection signal timing. The signal phase green times, or splits, need adjustment to maximize efficiency at the intersection. This can be accomplished without changing the intersection cycle length or signal coordination offsets, which means that the coordinated timing plan along Foothill Boulevard can remain untouched.

With implementation of the mitigation measure, the decrease in delay (-2.4 seconds) is greater than the delay that the project contributes to the intersection (2.0 seconds), as shown in Table 12, and the impact would be reduced to less-than-significant.

TABLE 12 FOOTHILL BLVD & CEDAR AVE MITIGATION IMPACTS

Intersection Peak Hour

Existing + Growth + Cumulative

Without Project

Existing + Growth + Cumulative

Without Project Δ

Delay

Existing + Growth + Cumulative Without

Project With Mitigation

Δ DelayDelay LOS Delay LOS Delay LOS

Foothill Blvd & Cedar Ave PM 63.3 E 65.3 E 2.0 62.9 E -2.4

Source: Fehr & Peers, 2017

Foothill Boulevard & Larch Avenue

In order to achieve the desired LOS D minimum at the impacted intersection of Foothill Boulevard and Larch Avenue, the intersection requires signalization. However, the low peak hour side-street stop-controlled volumes are not high enough to warrant a traffic signal. The three vacant properties at the northwest, northeast and southeast corners of the intersection are expected to be developed such that this intersection will warrant a traffic signal at some point in the future (beyond the horizon of this cumulative assessment). This improvement is scheduled as part of the SBCTA CMP Development Mitigation Nexus and the regional DIF, and is therefore a planned and funded improvement. With implementation of this mitigation measure, the intersection is expected to operate acceptably at LOS D or better and the impact would be reduced to less-than-significant.


38

D. Fair Share Calculations The developer is required to pay a fair share towards the improvement at the intersection of Foothill Boulevard and Cedar Avenue. The addition of project traffic was compared to the ambient and cumulative growth at the intersection to determine that the project’s fair share contribution is 4.8% of $5,000, or $240.

The developer is not required to pay fair share towards improvements at the intersection of Foothill Boulevard at Larch Avenue as the improvement is incorporated into the referenced fee program. However, if they were required to pay a fair share towards the improvements, the fair share percentage would be 10.0%.

E. Specific Plan Signalization Not applicable.

F. General Plan Conformance The proposed ALDI and WSS retail developments are in conformance with the Foothill Boulevard Specific Plan and the City of Rialto’s General Plan. Neither a Specific Plan Amendment nor a General Plan Amendment is required for the project.


City of Rialto






Title: Acceptance of the School Zone Traffic Safety Request Procedure for Addressing Traffic RelatedIssues within the School Zones Established in the Safe Route to School Program.

ACTION ITEM

Sponsors:

Indexes:

Code sections:

Attachments:





FROM: Azzam Jabsheh, P.E., Associate Civil Engineer

Acceptance of the School Zone Traffic Safety Request Procedure for Addressing Traffic RelatedIssues within the School Zones Established in the Safe Route to School Program.

ACTION ITEM

BACKGROUND:The Safe Routes to School Safety program is part of the Active Transportation Program (ATP) thatwas created by Senate Bill 99 (Chapter 359 Statutes of 2013) to encourage increased use of activemodes of transportation such as biking and walking.

On May 21, 2014, the City of Rialto submitted a grant application to the California Department ofTransportation (Caltrans) proposing to work with Rialto Unified School District (RUSD) to develop aSafe Routes to School plan. On September 27, 2014, Caltrans notified the City that its applicationwas selected for funding. Alta Design and Planning was selected by the City as the most qualifiedfirm for program development and management for the Safe Route to School program.

ANALYSIS/DISCUSSION:The City of Rialto supported by RUSD will develop a Safe Routes to School (SRTS) Program thatpromotes the five E’s (Engineering, Education, Encouragement, Enforcement and Evaluation) for the29 schools within RUSD which includes 19 elementary schools; 5 middle schools and 5 high schools.The objective of the SRTS Program is to work with parents, students, schools, community leaders,




The objective of the SRTS Program is to work with parents, students, schools, community leaders,and elected officials to create a safe and encouraging environment for children to walk or bicycle toschool, and to reduce greenhouse gas emission by promoting active modes of transportation thatimprove the health and well-being of the community through walking and bicycling to school.

In developing the SRTS program tasks, Alta Design, the Safe Routes Task Force, and the City’sPlanning Division were consulted in developing comprehensive suggested route to school maps andguidelines based on State and federal design guidelines and requirements. One of the sub-tasksAlta Design and Planning is responsible for is to develop a policy for school Zone Traffic SafetyRequests along with a Submittal Form to be incorporated on the City’s Website.

This policy will assists the City of Rialto Public Works Department to establish a uniform reportingsystem that will document and acknowledge the receipt of concerns and requests of students andparents to address potential safety issues that they may be encountering on their way to and fromschool. A standard request form is being developed for this purpose. The following is the proposedprocedure for processing reports/requests:

1. City acknowledges receiving the report/request.2. Conduct preliminary investigation identifying concerns and contributing factors.3. Perform field reviews to evaluate safety and/or operational concerns.4. Complete traffic analysis, investigation and develop recommendations.5. Present findings and recommendations to the Transportation Commission.6. Discuss recommendations with the requestor and RUSD.7. If warranted, implement traffic measures addressing the concerns.

The policy will help identify operational and traffic safety measures intended to provide a safeenvironment for parents and students along suggested routes to and from schools.

RECOMMENDATION:

Staff requests that the Transportation Commission Accept the School Zone Traffic Safety RequestProcedure for addressing traffic related issues within the school zones established in the SafeRoutes to School Program.




City of Rialto






Title: Proposed Street Sweeping Parking Enforcement Program.

ACTION ITEM

Sponsors:

Indexes:

Code sections:

Attachments: Attachment 1 - Picture of Street Sweeper

Attachment 2 - Rialto Proposed Sweeping Routes 1 2016 Sep

Attachment 3 - CVC Section 22507.pdf

Attachment 4 - Pictures of Typical Problems

Attachment 5 - Projection of Citations Processed





FROM: Lynn Merrill, Lynn Merrill & Associates

Proposed Street Sweeping Parking Enforcement Program.

ACTION ITEM

BACKGROUND:The City provides street sweeping services to residential, commercial and industrial roadwaysthroughout the City. Street sweeping is considered to be a quality of life and an environmental bestmanagement practice (BMP) as related to the National Pollution Discharge Elimination System(NPDES) programs. The process of street sweeping helps the City to remove trash, leaves and finesfrom the gutter system, thus reducing potential pollutants from affecting downstream watershedswhile enhancing the aesthetic appearance of the residential and commercial neighborhoods. Theeffectiveness of the street sweeping program is severely hampered by parked vehicles which preventthe sweepers from reaching the gutter line in order to accomplish an effective and efficient sweepingprogram. The City is currently subject to implementing various efforts designed to reduce bacteriaand nutrients under the Middle Santa Ana Total Maximum Daily Loading (TMDL) for bacteria whichwas adopted by the Regional Water Board, and participates in the Comprehensive BacteriaReduction Plan (CBRP) that was approved by the Regional Board in 2012. Enhanced street



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sweeping is a key component to compliance with both these water quality requirements.

Currently, the City contracts with Burrtec Waste for street sweeping services; Burrtec subsequentlysubcontracts with Clean Streets to provide sweeping services throughout the City. In 2014, the Citynegotiated additional sweeping services with Burrtec that allowed sweeping services to expand to theindustrial areas south of Interstate 10. Clean Street uses sweepers as shown in Attachment 1.

On an annual basis, the City sweeps the following miles of streets and collects the following amountof debris:

The City typically sweeps the residential areas twice per month on a first/third or second/fourthschedule. Industrial areas are also swept on the same schedule, while commercial areas, includingmunicipal parking lots are swept weekly. The City sweeps a total of twelve districts - no sweepingoccurs on the fifth days of the month when applicable. A copy of the current sweeping route map isincluded as Attachment 2. Over a one year period, the City sweeps a total of 11,504 curb miles ofstreets, and picks up approximately 223 pounds per curb-mile during each sweeping period.

In order to improve the effectiveness of the street sweeping program, the City has been exploring theimplementation of parking restrictions on street sweeping days. State Vehicle Code allows a city toimplement parking restrictions and to enforce the City’s parking restrictions. Section 22507.6 of theCalifornia Vehicle Code permits local authorities to establish by ordinance or resolution a prohibitionor restriction on the parking or standing of vehicles for the purpose of street sweeping. A copy of thecode section is included as Attachment 3. Several cities within both Riverside and San Bernardinocounties currently prohibit parking on the day of the street sweeping between the hours of sweepingoperations, typically between 8AM and 4PM. These cities include Chino Hills, Grand Terrace,Riverside, Perris, Lake Elsinore and San Jacinto.

ANALYSIS/DISCUSSION:Staff is proposing to develop a street sweeping parking enforcement program which would prohibitcurbside parking between the hours of 7:30 a.m. and 4:00 p.m. on the designated sweeping day. Ifapproved, the program would involve the adoption of a parking enforcement ordinance to allow forthis action. This program will allow for a more effective sweeping.

As part of the research relating to this program, staff requested Burrtec/Clean Street to conduct asurvey of the number of vehicles that the sweeper went around during its normal route. The surveywas conducted in September 2016; the daily counts are shown in the following table:




During the month, the sweeper encountered 15,058 vehicles which restricted its ability to thoroughlysweep each street. This would translate into 180,700 vehicles per year. While the typical passengervehicle is approximately 20 feet long, by taking into consideration that the sweeper must swing outaway from the vehicle to successfully miss the vehicle, the net impact is between 40 and 60 feet ofcurb being missed each time. Over time, this would mean nearly 9.035 million curb-feet are missedor 1,711 miles of curb each year. Given that the total curb miles swept each year is 11,504 miles,this represents approximately 14.9% of the total curb miles are being missed. This also representsnearly 224 tons of materials (the equivalent of 22 typical refuse trucks) that remain on the city’sstreets due to inability to sweep effectively. The pictures in Attachment 4 further demonstrate thetypical problems that exist.

Signs are required to be placed at the entrance to each neighborhood or district. The City hasmapped out the required sign locations and has determined that a minimum of 1,648 signs wouldneed to be placed in order to meet the requirements of the Vehicle Code. Additional signs would beadded based on field operations, complaints and other factors on an as-needed basis.

Citations issued would be managed by the City’s current citation processing company, DataTicket ofNewport Beach, CA. Citations would be uploaded at the end of each shift, and transferred toDataTicket who in turn would process the citations, handle any appeal processes, file notices asappropriate with the Department of Motor Vehicles and collect the fines via a link on the City’swebsite or through telephone processing.

As part of the design of the sweeping enforcement program, the City and Burrtec investigated thepossibility of alternate side/alternate day sweeping schedules. In an alternate side/alternate daysweeping schedule, only one side of a street would be swept on a scheduled date, thus allowingparking on the opposite side. The opposite side of the street would then be swept on the next day. Itwas determined that the loss of efficiency in the sweeping program would be significant, due to theamount of non-sweep route miles that would be created, as well as the problems generated insweeping a cul-de-sac where the sweeper would have the brooms down on one side of the street,and then would drive down the opposite side with the brooms up. In essence, such routing would




double the amount of miles that the sweeper would need to travel each month in order to sweep.

City staff recognized that there are some narrow streets in high density areas where there is a lack ofoff-street parking which would allow residents to be able to park. City staff identified approximatelynine neighborhoods with multi-family housing which will be placed on an alternate side/alternate daysweeping schedule. This will reduce the impact on these neighborhoods while minimizing thealternate side/alternate day inefficiencies to the sweeping operation.

Phasing of the program would be over a six-month period, subject to the issuance of a contract foraward of sign installation and the time required for installation of signs. Staff anticipates the followingschedule and quantities of signs to be installed in each parking zone. These are shown in the tablebelow:

Staff anticipates that signs in each zone would be installed at the rate of twenty signs per day or 100signs per week. This will require approximately 17 weeks to complete the installation of all signs orfour months for full program implementation.

Public education, for the first sixty days that the program is implemented within a zone, will consist ofa parking control officer placing an education piece on each vehicle in violation of the parkingprogram. This public education piece will be bilingual and will look like a citation but will explain thenew parking enforcement program and provide the date that actual enforcement will begin in thezone. It will also provide information regarding what the fine amount would be had the violation been“live”. Information about the program will also be available on a separate website, as well as throughsocial media, and print materials.

We anticipate a fine amount of $35.00 per violation will be established, although some cities havecharged $45.00 or more. Payment for parking citations is due within 21-days of the issuance unlessappealed. After 21-days, the bail amount typically doubles as a late penalty.

We are projecting the following citation volume per year for the first year. We have assumed that ofthe 180,700 potential violations, 75% of the residents will comply with the new enforcement program,resulting in the issuance of approximately 3,700 citations per month or 45,174 citations per year.(188 citations per program day.) Typically 10% of the citations are dismissed or voided, due tovarious reasons or in the interest of justice. Of the remaining citations, 30% are paid within the 21-day period, while 40% are paid delinquent. 20% of the citations are unpaid through the normal




day period, while 40% are paid delinquent. 20% of the citations are unpaid through the normalprocess and are ultimately referred to the Department of Motor Vehicles for placement of liens on avehicle’s registration. Of this total 20%, 16% are typically paid through the license registration lienprocess while 4% cannot be processed by DMV. This means that of the total citations issued,approximately 14% will either be dismissed, or uncollectable. A copy of the graph showing this mix isincluded as Attachment 5.

RECOMMENDATION:

Staff requests that the Transportation Commission:

· Approved the proposed street sweeping parking enforcement program

· Make a recommendation to the City Council for establishment of the program.



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Rialto Sweeping

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For additionalinformation call

Burrtec Waste Industriesat

(909) 877-1596or visit the City

website atwww.rialtoca.gov.

Effective September 1, 2016

11

7

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49

12

6

1

5

3

8

Legend

City of Rialto

Park your vehicles off the street on your scheduledsweeping days. Thank You.

IMPORTANT: This schedule may be disrupted byholidays and inclement weather.

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45

MondayTuesdayWednesday

ThursdayFriday

1st & 3rd Week

2nd & 4th Week

Friday10

6789

MondayTuesdayWednesdayThursday

Baseline RdFoothill BlvdRiverside Ave

1st & 3rdWednesday

1211 Monday (2 & 4)

Wednesday (2 & 4)

Industrial/Commercial Areas

California Vehicle Code Section 22507.6 22507.6. Local authorities may, by ordinance or resolution, prohibit or restrict the parking or standing of vehicles on designated streets or highways, or portions thereof, for the purpose of street sweeping. No ordinance or resolution relating to the parking or standing of commercial vehicles in a residential district shall be effective with respect to any commercial vehicle making pickups or deliveries of goods, wares, or merchandise from or to any building or structure located on the restricted street or highway, or for the purpose of delivering materials to be used in the repair, alteration, remodeling, or reconstruction of any building or structure for which a building permit has previously been obtained. No such ordinance or resolution shall be effective until the street or highway, or portion thereof, has been sign-posted in accordance with the uniform standards and specifications of the Department of Transportation, or local authorities have caused to be posted in a conspicuous place at each entrance to the street a notice not less than 17 inches by 22 inches in size, with lettering not less than one inch in height, setting forth the day or days and hours parking is prohibited. As used in this section, “entrance” means the intersection of any street or streets comprising an area of restricted parking for street-sweeping purposes on the same day or days and hours with another street or highway not subject to such a parking restriction, or subject to parking restrictions on different days and hours. (Amended by Stats. 1982, Ch. 466, Sec. 115.)


City of Rialto






Title: Delivery of the Draft Focused TIA for PA 108 - Revised Building 6

INFORMATION ITEM

Sponsors:

Indexes:

Code sections:

Attachments: Bldg 6 Peak Shift Analysis Letter Report 2

PA 108 Building 6 Focused Traffic Analysis


Delivery of the Draft Focused TIA for PA 108 - Revised Building 6

INFORMATION ITEM

Draft TIA for review by the Transportation Commission at the June meeting.

Please be advised that this TIA is the preliminary draft and has not been reviewed by staff as of yet.



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Intersection Analysis Summary

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Scenario 12 Existing AMVistro File: K:\...\PA 108 B6_OY Cum_AM.vistro

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V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. forall other control types, they are taken for the whole intersection.

C23.00.724WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19

B10.90.479EB LeftHCM 2010SignalizedLocust Ave / Renaissance

Pkwy18

B10.50.007EB LeftHCM 2010Two-way stopLinden Ave / Miro Way17

C19.10.148SB LeftHCM 2010Two-way stopLocust Ave / Miro Way16

B17.60.663SB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15

C21.50.771WB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14

B11.10.604EB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13

B15.90.751WB RightHCM 2010SignalizedAyala Dr / SR-210 WB

Ramps12

C27.60.610NB LeftHCM 2010SignalizedAyala Dr / Casmalia St11

B13.50.345EB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10

B17.81.699EB LeftHCM 2010SignalizedLinden Ave / Renaissance

Pkwy9

C27.80.384SB LeftHCM 2010SignalizedLinden Ave / Casmalia St8

C23.60.453NB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7

C23.80.796NB LeftHCM 2010SignalizedAlder Ave / Baseline Rd6

A3.50.714WB RightHCM 2010SignalizedMiro Way/Alder Ave5

C32.80.746EB LeftHCM 2010SignalizedAlder Ave / Renaissance

Pkwy3

B13.10.731SB LeftHCM 2010SignalizedAlder Ave / SR-210 EB

Ramps2

B15.80.808NB LeftHCM 2010SignalizedAlder Ave / SR-210 WB

Ramps1

LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID

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0.808Volume to Capacity (v/c):

BLevel Of Service:

15.8Delay (sec / veh):

15 minutesAnalysis Period:

HCM 2010Analysis Method:

SignalizedControl Type:

Intersection 1: Alder Ave / SR-210 WB Ramps

Intersection Level Of Service Report

YesYesYesYesCrosswalk

0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]

000000000000No. of Lanes in Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement

Lane Configuration

WestboundEastboundSouthboundNorthboundApproach

SR-210 WB RampsSR-210 WB RampsAlder AveName

Intersection Setup

0000Bicycle Volume [bicycles/h]

0000Pedestrian Volume [ped/h]

000000000000Local Bus Stopping Rate [/h]

000000000000On-Street Parking Maneuver Rate [/h]

NoNoNoNoNoNoPresence of On-Street Parking

100032100041914400427318Total Analysis Volume [veh/h]

25080000105360010780Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92400.92400.92401.00001.00001.00000.92400.92401.00001.00000.92400.9240Peak Hour Factor

92029700038713300395294Total Hourly Volume [veh/h]

000000000000Right-Turn on Red Volume [veh/h]

000000000000Other Volume [veh/h]

000000000000Existing Site Adjustment Volume [veh/h]

000000000000Pass-by Trips [veh/h]

000000000000Diverted Trips [veh/h]

000000000000Site-Generated Trips [veh/h]

000000000000In-Process Volume [veh/h]

1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate

0.000.000.002.002.002.000.000.002.002.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor

92029700038713300395294Base Volume Input [veh/h]


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0Pedestrian Clearance [s]

0Pedestrian Walk [s]

0Pedestrian Signal Group

Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]

NoNoNoNoPedestrian Recall

NoNoNoNoMaximum Recall

NoNoNoNoMinimum Recall

0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s]

0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s]

NoNoNoRest In Walk


050000050050Walk [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s]

0270000037006326Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]

070000070077Minimum Green [s]

-----------LeadLead / Lag

Auxiliary Signal Groups

040000020061Signal group

SplitSplitSplitPermissProtectePermissPermissPermissPermissPermissPermissProtecteControl Type

Phasing & Timing

12.00Lost time [s]

SingleBandPermissive Mode

LeadGreenOffset Reference

0.0Offset [s]

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Time of Day Pattern CoordinatedCoordination Type

90Cycle Length [s]

-Signal Coordination Group

NoLocated in CBD

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37.97149.04185.3546.2625.00151.3995th-Percentile Queue Length [ft]

1.525.967.411.851.006.0695th-Percentile Queue Length [veh]



NoYesYesNoNoYesCritical Lane Group

BCBBACLane Group LOS

16.2221.2919.5712.964.2922.13d, Delay for Lane Group [s/veh]

0.270.780.830.240.190.80X, volume / capacity

Lane Group Results

1.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.403.253.660.210.043.76d2, Incremental Delay [s]

1.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.11k, delay calibration

15.8218.0515.9112.754.2518.37d1, Uniform Delay [s]

3674115035922213397c, Capacity [veh/h]

161518101615190036181810s, saturation flow rate [veh/h]

0.060.180.260.080.120.18(v / s)_i Volume / Saturation Flow Rate

0.230.230.310.310.610.22g / C, Green / Cycle

111115153011g_i, Effective Green Time [s]

2.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.00L, Total Lost Time per Cycle [s]

505050505050C, Cycle Length [s]

CLCCCLLane Group

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Movement, Approach, & Intersection Results

0.00 0.000.00 21.29 16.2216.2219.5722.13 4.29d_M, Delay for Movement [s/veh] 12.960.00 0.00

BC BBAMovement LOS C B

0.00 20.09d_A, Approach Delay [s/veh] 17.8811.91

A CApproach LOS B B

15.84d_I, Intersection Delay [s/veh]

BIntersection LOS

0.808Intersection V/C

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----------------Ring 3

---------------6Ring 2

-------------421Ring 1

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BLevel Of Service:





Intersection 2: Alder Ave / SR-210 EB Ramps



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


SR-210 EB RampsSR-210 EB RampsAlder AveAlder AvenueName

Intersection Setup









1.00001.00001.00000.91400.91400.91401.00000.91400.91400.91400.91401.0000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





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NoNoNoRest In Walk


000050050050Walk [s]


0000440046110350Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]


--------Lead---Lead / Lag



PermissProtectePermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


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YesNoNoYesYesNoCritical Lane Group

BBABBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





12.5211.046.8418.3613.7813.33d1, Uniform Delay [s]

5596261683155475542c, Capacity [veh/h]



0.350.350.470.090.290.29g / C, Green / Cycle






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B BBBMovement LOS AB B


B AApproach LOS B A


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

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CLevel Of Service:





Intersection 3: Alder Ave / Renaissance Pkwy



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Renaissance PkwyRenaissance PkwyAlder AvenueAlder AvenueName

Intersection Setup





NoNoNoNoNoNoNoNoPresence of On-Street Parking




0.83300.83300.83300.83300.83300.83300.83300.83300.83300.83300.83300.8330Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





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NoNoNoNoNoNoNoNoPedestrian Recall

NoNoNoNoNoNoNoNoMaximum Recall

NoNoNoNoNoNoNoNoMinimum Recall



NoNoNoNoRest In Walk


050050050050Walk [s]


01911019110494101911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]


--Lead--Lead--Lead--LeadLead / Lag



PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type

Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with

154.78167.1042.8864.6867.36131.4730.53615.78142.24166.73168.7164.7295th-Percentile Queue Length [ft]

6.196.681.722.592.695.261.2224.635.696.676.752.5995th-Percentile Queue Length [veh]



YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group

CCDCCDBDDBBDLane Group LOS

32.1831.3344.9725.4225.2548.7015.1838.9747.3519.2419.2345.25d, Delay for Lane Group [s/veh]

0.430.410.450.180.170.780.080.940.780.350.350.55X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

3.392.713.420.800.698.320.0514.407.480.280.284.21d2, Incremental Delay [s]


0.500.500.110.500.500.110.110.310.110.110.110.11k, delay calibration

28.7928.6341.5524.6224.5740.3715.1324.5739.8818.9618.9541.04d1, Uniform Delay [s]

40046491482530155696819171746757112c, Capacity [veh/h]


0.110.100.020.050.050.070.040.410.070.140.140.03(v / s)_i Volume / Saturation Flow Rate

0.240.240.050.280.280.090.430.430.090.400.400.06g / C, Green / Cycle



0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]

909090909090909090909090C, Cycle Length [s]

CCLCCLRCLCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CD CD CBBMovement LOS D DB D


C CApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:





Intersection 5: Miro Way/Alder Ave


YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

RightLeftThruLeftRightThruTurning Movement

Lane Configuration

WestboundSouthboundNorthboundApproach

Miro WayAlder AvenueAlder AveName

Intersection Setup








1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92500.92500.92500.92500.92500.9250Peak Hour Factor









1.001.001.001.001.001.00Growth Rate

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor



Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with






0.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.0Detector Location [ft]

NoNoNoPedestrian Recall

NoNoNoMaximum Recall

NoNoNoMinimum Recall


0.02.02.00.00.02.0l1, Start-Up Lost Time [s]

NoNoNoRest In Walk


055005Walk [s]

0.03.03.00.00.03.0Vehicle Extension [s]

071190019Split [s]

0.01.01.00.00.01.0All red [s]

0.03.03.00.00.03.0Amber [s]

030300030Maximum Green [s]


-Lead----Lead / Lag


046002Signal group

PermissivePermissivePermissivePermissivePermissivePermissiveControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoYesNoNoNoCritical Lane Group

AAAAAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





6.866.693.204.783.063.06d1, Uniform Delay [s]

1351511497689785786c, Capacity [veh/h]



0.080.080.410.410.410.41g / C, Green / Cycle






RLCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with


3.34 6.73 8.123.24d_M, Delay for Movement [s/veh] 4.813.24

AA AAMovement LOS AA

8.063.43d_A, Approach Delay [s/veh] 3.24

AAApproach LOS A


AIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------42Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:





Intersection 6: Alder Ave / Baseline Rd



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Baseline RdBaseline RdAlder AveAlder AveName

Intersection Setup









0.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.8520Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03211036150271402916Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with

48.59215.8338.7339.69264.0342.3833.15200.5093.61215.4895.2895th-Percentile Queue Length [ft]

1.948.631.551.5910.561.701.338.023.748.623.8195th-Percentile Queue Length [veh]



NoNoYesNoYesNoNoNoYesYesNoCritical Lane Group

BCCBCCBCCCCLane Group LOS

15.8820.6428.8615.4523.4928.7718.1723.9231.3525.9731.53d, Delay for Lane Group [s/veh]

0.230.740.450.190.860.470.180.770.730.840.74X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

0.241.902.310.193.942.370.222.795.374.415.54d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.110.110.110.110.11k, delay calibration

15.6418.7526.5415.2619.5526.4017.9521.1325.9821.5625.99d1, Uniform Delay [s]

491578136497585143393463192442193c, Capacity [veh/h]


0.070.230.030.060.270.040.040.190.080.210.08(v / s)_i Volume / Saturation Flow Rate

0.300.300.070.310.310.080.240.240.110.240.11g / C, Green / Cycle


2.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]

6060606060606060606060C, Cycle Length [s]

RCLRCLRCLCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C BC BC CBCMovement LOS C CC C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:





Intersection 7: Baseline Rd / Locust Ave



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Baseline RdBaseline RdLocust AveLocust AveName

Intersection Setup









0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01911019110353802225Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBDBBDCDDCDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





11.6111.5941.5111.4811.2441.4733.3537.2640.9732.2835.3240.27d1, Uniform Delay [s]

945101694865193695239282127267314158c, Capacity [veh/h]



0.540.540.050.540.540.050.150.150.070.160.160.09g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]

CCLRCLRCLRCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD BD BCDMovement LOS D DC D


B BApproach LOS D D


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:





Intersection 8: Linden Ave / Casmalia St



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Casmalia StCasmalia StLinden AveLinden AveName

Intersection Setup









0.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.6510Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03026034300191101911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with

216.8613.9286.5351.2455.5057.73154.733.2278.0610.8995th-Percentile Queue Length [ft]

8.670.563.462.052.222.316.190.133.120.4495th-Percentile Queue Length [veh]



YesNoNoYesNoNoYesNoYesNoCritical Lane Group

DDCDAAEABDLane Group LOS

44.2348.4232.4645.138.058.0160.219.5210.8249.69d, Delay for Lane Group [s/veh]

0.830.320.300.500.150.140.910.010.180.31X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

6.854.950.513.820.290.2719.000.020.385.89d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.500.500.110.500.500.11k, delay calibration

37.3743.4831.9641.317.767.7441.209.5010.4443.80d1, Uniform Delay [s]

260373359910551125139858101029c, Capacity [veh/h]


0.120.010.060.030.090.090.070.010.100.01(v / s)_i Volume / Saturation Flow Rate

0.150.020.180.060.600.600.080.540.540.02g / C, Green / Cycle


2.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]

90909090909090909090C, Cycle Length [s]

CLCLCCLRCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CD DD DABMovement LOS D AA E


D DApproach LOS B C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:





Intersection 9: Linden Ave / Renaissance Pkwy



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Renaissance PkwyRenaissance PkwyLinden AveLinden AveName

Intersection Setup









0.66600.66600.66600.66600.66600.66600.66601.00000.66600.66600.66600.6660Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with








NoNoNoNoNoNoPedestrian Recall

NoNoNoNoNoNoMaximum Recall

NoYesNoNoNoNoMinimum Recall





050050050050Walk [s]


020120191105900590Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

03070303003000300Maximum Green [s]


--Lead--Lead------Lead / Lag



PermissPermissProtectePermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesNoYesNoNoNoYesNoCritical Lane Group

AAAAADCADALane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





7.507.104.290.008.7744.9928.750.0035.560.00d1, Uniform Delay [s]

88610421350923108684334392344432c, Capacity [veh/h]



0.620.620.700.580.580.040.210.210.210.21g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]

CCCRCLRCLCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AD AA ACAMovement LOS A AA D


B AApproach LOS A D


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:





Intersection 10: Baseline Rd / Linden Ave



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Baseline RdBaseline RdLinden AveLinden AveName

Intersection Setup









0.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.9070Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with










NoNoNoNoNoNoMinimum Recall





050050050050Walk [s]


058130571202000200Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoNoNoYesNoNoNoYesCritical Lane Group

AADAAEDDDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





2.943.6641.224.764.7544.5535.7745.0037.0239.42d1, Uniform Delay [s]

12061419103126013221121781184212c, Capacity [veh/h]



0.750.750.060.700.700.010.110.110.110.11g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]

RCLCCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AE AD ADDMovement LOS D DD D


A AApproach LOS D D


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:





Intersection 11: Ayala Dr / Casmalia St



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Casmalia StCasmalia StAyala DrAyala DrName

Intersection Setup









0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


04917043110191101911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesYesNoNoYesNoNoNoNoYesCritical Lane Group

CCDDCDBBDBBELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





22.8023.0138.1136.0531.6644.0417.3117.3143.0913.3513.3341.08d1, Uniform Delay [s]

4685502392763242380781147851908139c, Capacity [veh/h]



0.300.300.130.170.170.010.440.440.030.490.490.08g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]

RCLRCLCCLCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C DD CD CBBMovement LOS E BB D


D DApproach LOS C B


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:





Intersection 12: Ayala Dr / SR-210 WB Ramps



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


SR-210 WB RampsSR-210 WB RampsAyala DrAyala DrName

Intersection Setup









0.86700.86700.86701.00001.00001.00000.86700.86701.00001.00000.86700.8670Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0190000045007126Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with

71.1976.8978.86196.27177.539.36119.7695th-Percentile Queue Length [ft]

2.853.083.157.857.100.374.7995th-Percentile Queue Length [veh]



YesNoNoYesNoNoYesCritical Lane Group

CCCBBABLane Group LOS

21.7921.5921.5316.7614.362.7218.71d, Delay for Lane Group [s/veh]

0.610.610.610.830.710.120.72X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

2.462.262.202.901.320.021.24d2, Incremental Delay [s]

1.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.11k, delay calibration

19.3319.3319.3313.8613.042.6917.47d1, Uniform Delay [s]

2492712796107102468796c, Capacity [veh/h]


0.090.090.090.310.270.080.16(v / s)_i Volume / Saturation Flow Rate

0.150.150.150.370.370.680.23g / C, Green / Cycle


2.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]

49494949494949C, Cycle Length [s]

RCLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



CC CBAMovement LOS B B


A CApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:





Intersection 13: Ayala Dr / SR-210 EB Ramps



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


SR-210 EB RampsSR-210 EB RampsAyala DrAyala DrName

Intersection Setup









1.00001.00001.00000.91900.91900.91901.00000.91900.91900.91900.91901.0000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000240066190470Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoNoYesYesNoCritical Lane Group

BBBABBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





14.3014.3013.643.4114.1911.1610.74d1, Uniform Delay [s]

29429533022026145321192c, Capacity [veh/h]



0.180.180.180.610.170.330.33g / C, Green / Cycle





38383838383838C, Cycle Length [s]

RCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





B AApproach LOS B A


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:





Intersection 14: Ayala Dr / Renaissance Pkwy



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Renaissance PkwyRenaissance PkwyAyala DrAyala DrName

Intersection Setup









0.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.8510Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03311033110281603018Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoNoNoYesNoNoYesNoYesNoCritical Lane Group

CBCBBCBBCBCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





20.2216.7128.4013.7313.3025.2816.2218.8024.9816.6520.5525.38d1, Uniform Delay [s]

43150730557655170444994212400896163c, Capacity [veh/h]



0.270.270.020.340.340.090.270.270.120.250.250.09g / C, Green / Cycle





585858585858585858585858C, Cycle Length [s]

CCLCCLRCLRCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC BBCMovement LOS C BB C


B CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:





Intersection 15: Ayala Dr / Baseline Rd



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Baseline RdBaseline RdAyala DrAyala DrName

Intersection Setup









0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02015022170271104226Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group

BBBBBBBBCBBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.8616.8518.0917.1417.1018.1413.9813.9719.5811.5614.5218.79d1, Uniform Delay [s]

304316217288311213475493120461542166c, Capacity [veh/h]



0.170.170.120.160.160.120.260.260.070.280.280.09g / C, Green / Cycle





444444444444444444444444C, Cycle Length [s]

CCLCCLCCLRCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BB BB BBBMovement LOS C BB C


B BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:




Two-way stopControl Type:

Intersection 16: Locust Ave / Miro Way



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Miro WayMiro WayLocust AveName

Intersection Setup





0.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.8480Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


AACBApproach LOS

0.292.8016.6913.60d_A, Approach Delay [s/veh]



AAAAAACCCBBCMovement LOS

0.000.007.250.000.007.4715.1616.2019.0511.9613.5516.47d_M, Delay for Movement [s/veh]

0.000.000.000.000.000.010.010.410.150.010.400.02V/C, Movement V/C Ratio


0000Number of Storage Spaces in Median

NoNoTwo-Stage Gap Acceptance

0000Storage Area [veh]

NoNoFlared Lane

FreeFreeStopStopPriority Scheme


4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:





Intersection 17: Linden Ave / Miro Way


YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

RightLeftRightThruThruLeftTurning Movement

Lane Configuration

EastboundSouthboundNorthboundApproach

Miro WayLinden AveName

Intersection Setup





0.58000.58000.58000.58000.58000.5800Peak Hour Factor








1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

BIntersection LOS


AAAApproach LOS

8.710.007.29d_A, Approach Delay [s/veh]



ABAAAAMovement LOS

8.5710.500.000.000.007.40d_M, Delay for Movement [s/veh]

0.060.010.000.000.000.08V/C, Movement V/C Ratio



NoTwo-Stage Gap Acceptance


NoFlared Lane

StopFreeFreePriority Scheme


4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:





Intersection 18: Locust Ave / Renaissance Pkwy



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Renaissance PkwyRenaissance PkwyLocust AveLocust AveName

Intersection Setup









0.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.8280Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with








NoNoNoNoNoPedestrian Recall

NoNoNoNoNoMaximum Recall

NoNoNoNoNoMinimum Recall





050050050050Walk [s]


01900301106000600Split [s]

0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]

03000303003000300Maximum Green [s]


-----Lead------Lead / Lag



PermissPermissPermissPermissPermissProtectePermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesNoNoYesNoNoNoYesNoCritical Lane Group

BBBAABAABBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





10.9610.9415.256.105.7615.098.538.6714.799.9612.58d1, Uniform Delay [s]

401441337717844181537632324617486c, Capacity [veh/h]



0.230.230.230.440.440.100.330.330.330.330.33g / C, Green / Cycle





3636363636363636363636C, Cycle Length [s]

CCLCCLRCLCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AB BB BABMovement LOS B AB B


A BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------8-6Ring 2

------------43-2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:





Intersection 19: Locust Ave / Casmalia Ave



0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Casmalia StLocust AveLocust AveName

Intersection Setup









0.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.7690Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01916027240301503217Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoYesYesNoNoNoNoYesCritical Lane Group

CCBCCCCBBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





23.9028.2514.8422.9019.9318.9026.0813.8013.8024.27d1, Uniform Delay [s]

25229555314423497116618626239c, Capacity [veh/h]



0.150.020.310.180.270.270.070.340.340.13g / C, Green / Cycle





58585858585858585858C, Cycle Length [s]

CLCLRCLCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC CCBMovement LOS C CB C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


4/18/2017Report File: K:\...\1 Existing PM_PA108.pdf

Scenario 12 Existing PMVistro File: K:\...\PA 108 B6_OY Cum_PM.vistro

Revised Building 6


B16.30.575WB LeftHCM 2010SignalizedLocust Ave / Casmalia Ave19

A8.40.342WB LeftHCM 2010SignalizedLocust Ave / Renaissance

Pkwy18

A9.00.003EB LeftHCM 2010Two-way stopLinden Ave / Miro Way17

B14.40.070SB LeftHCM 2010Two-way stopLocust Ave / Miro Way16

B19.00.685SB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15

B17.20.710WB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14

C25.40.520NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13

C27.00.417SB RightHCM 2010SignalizedAyala Dr / SR-210 WB

Ramps12

C23.10.330SB LeftHCM 2010SignalizedAyala Dr / Casmalia St11


B13.40.174EB LeftHCM 2010SignalizedLinden Ave / Renaissance

Pkwy9

C24.40.482NB LeftHCM 2010SignalizedLinden Ave / Casmalia St8

C21.80.381SB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7

C20.50.765SB LeftHCM 2010SignalizedAlder Ave / Baseline Rd6


C31.70.463SB LeftHCM 2010SignalizedAlder Ave / Renaissance

Pkwy3

B12.80.707SB LeftHCM 2010SignalizedAlder Ave / SR-210 EB

Ramps2

B13.20.731WB LeftHCM 2010SignalizedAlder Ave / SR-210 WB

Ramps1


4/18/2017


Revised Building 6

Scenario 12: 12 Existing PM

Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.96100.96100.96101.00001.00001.00000.96100.96101.00001.00000.96100.9610Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0260000031006433Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBBBABLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





13.1514.4413.4513.043.6113.77d1, Uniform Delay [s]

3353693964652137440c, Capacity [veh/h]



0.200.200.240.240.590.24g / C, Green / Cycle






CLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



BB BBAMovement LOS B B


A BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.97400.97400.97401.00000.97400.97400.97400.97401.0000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000360054150390Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBABBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





13.4612.265.0416.5112.7812.33d1, Uniform Delay [s]

4424961914232503574c, Capacity [veh/h]



0.270.270.530.130.300.30g / C, Green / Cycle






RCCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





B AApproach LOS B A


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01911019110491404611Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBDBBDCDDCCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





15.3914.9342.6613.5513.5341.0322.8429.8940.6930.8330.8243.69d1, Uniform Delay [s]

6998235983088011349958714446346932c, Capacity [veh/h]



0.430.430.030.460.460.060.310.310.080.250.250.02g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD BD BCCMovement LOS D DC D


C BApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.97100.97100.97100.97100.97100.9710Peak Hour Factor









1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


055005Walk [s]


070200020Split [s]

0.01.01.00.00.01.0All red [s]

0.03.03.00.00.03.0Amber [s]



-Lead----Lead / Lag


046002Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoYesNoNoNoCritical Lane Group

AAAAAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





6.856.763.054.723.003.00d1, Uniform Delay [s]

1071201506679791791c, Capacity [veh/h]



0.060.060.410.410.410.41g / C, Green / Cycle






RLCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



AA AAMovement LOS AA


AAApproach LOS A


AIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------42Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03611036110241502819Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBCBCCBBCCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





14.2916.6624.0713.9517.6924.1115.2317.3622.6519.4923.18d1, Uniform Delay [s]

475559111473557109418492210430157c, Capacity [veh/h]



0.290.290.060.290.290.060.260.260.120.230.09g / C, Green / Cycle





5353535353535353535353C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C BC BC BBCMovement LOS C BC C


C BApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01911019110293003031Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesNoYesNoNoYesNoNoNoYesCritical Lane Group

AADAADDDDDDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





8.908.8941.588.859.5742.3035.1938.0240.9435.3336.9840.94d1, Uniform Delay [s]

1075111391927207770212249122211249121c, Capacity [veh/h]



0.590.590.050.580.580.040.130.130.070.130.130.07g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AD AD ADDMovement LOS D DD D


B BApproach LOS D D


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.8970Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02011040310281702211Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DDDDAADAAELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





39.0544.1635.7741.117.845.8842.196.896.9944.55d1, Uniform Delay [s]

200202921081020120071967113711c, Capacity [veh/h]



0.110.010.160.060.650.650.040.610.610.01g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DD DD DAAMovement LOS E AA D


D DApproach LOS A B


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92500.92500.92500.92500.92500.92500.92501.00000.92500.92500.92500.9250Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


023110604801900190Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoNoNoYesNoNoNoYesNoCritical Lane Group

AAAAADDADALane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





3.003.000.000.002.2441.9738.880.0042.130.00d1, Uniform Delay [s]

1297139001250147076122144156184c, Capacity [veh/h]



0.750.750.000.790.790.040.080.080.080.08g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]

CCLRCLRCLCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AD AA ADAMovement LOS A AA D


A AApproach LOS A D


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


060170541101900190Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoNoNoYesNoNoYesNoCritical Lane Group

AADAAEDDDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





2.032.5540.914.064.0644.7638.8143.9440.4040.80d1, Uniform Delay [s]

12731498124132513736141103122158c, Capacity [veh/h]



0.790.790.070.720.720.000.070.070.070.07g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AE AD ADDMovement LOS D DD D


A BApproach LOS D D


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.9280Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01915028240191103628Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group

CCDDDDBBDAADLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





33.6833.9541.0038.6635.8741.8410.1810.1744.277.217.2039.63d1, Uniform Delay [s]

2182571161882218298810031910961170178c, Capacity [veh/h]



0.140.140.060.120.120.050.540.540.010.630.630.10g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DD CD CBAMovement LOS D BA D


D DApproach LOS B B


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92800.92800.92801.00001.00001.00000.92800.92801.00001.00000.92800.9280Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0310000031005928Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBBDDCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





10.0810.0710.0736.2835.7320.7537.07d1, Uniform Delay [s]

89498710012833141294520c, Capacity [veh/h]



0.550.550.550.160.160.360.15g / C, Green / Cycle





90909090909090C, Cycle Length [s]

RCLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



BB BDCMovement LOS D D


A BApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.96900.96900.96901.00000.96900.96900.96900.96901.0000Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000330057310260Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBBBDDCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





12.4612.4612.0018.9440.3031.5128.43d1, Uniform Delay [s]

8378419381421277435975c, Capacity [veh/h]



0.520.520.520.390.080.270.27g / C, Green / Cycle





90909090909090C, Cycle Length [s]

RCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BBCMovement LOS BD D


B AApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

-------------86-Ring 2

--------------21Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.9460Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02311023110332503123Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CBCBBCBBCBBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





19.3317.3923.4314.9714.9020.9310.1312.0719.3814.1617.0422.61d1, Uniform Delay [s]

26931742382450169593132930339488380c, Capacity [veh/h]



0.170.170.020.240.240.090.370.370.170.240.240.04g / C, Green / Cycle





494949494949494949494949C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC BBBMovement LOS C BB C


B CApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02114024170301104122Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesYesNoNoNoNoYesNoYesNoCritical Lane Group

BBCCCCBBCBBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





17.9317.9120.4718.6718.6520.6114.9414.9320.9913.3616.1020.79d1, Uniform Delay [s]

343357201329345189514536164467549176c, Capacity [veh/h]



0.190.190.110.180.180.100.280.280.090.290.290.10g / C, Green / Cycle





494949494949494949494949C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CC BC BBBMovement LOS C BB C


C CApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.8590Peak Hour Factor








1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

BIntersection LOS


AABBApproach LOS

0.161.5912.9111.56d_A, Approach Delay [s/veh]



AAAAAABBBBBBMovement LOS

0.000.007.250.000.007.3111.8212.7214.3810.4611.4913.73d_M, Delay for Movement [s/veh]

0.000.000.000.000.000.000.000.360.070.000.300.02V/C, Movement V/C Ratio



NoNoTwo-Stage Gap Acceptance


NoNoFlared Lane

FreeFreeStopStopPriority Scheme


4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.69100.69100.69100.69100.69100.6910Peak Hour Factor








1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

AIntersection LOS


AAAApproach LOS




AAAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.9140Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02000422204800480Split [s]

0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]

03000303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






AABAABAABABLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





9.279.2612.444.664.6411.207.507.7311.157.9310.63d1, Uniform Delay [s]

310343345704825190434511414491446c, Capacity [veh/h]



0.180.180.180.430.430.100.270.270.270.270.27g / C, Green / Cycle





2727272727272727272727C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AB AB AAAMovement LOS B AA B


A BApproach LOS A A


AIntersection LOS


----------------Ring 4

----------------Ring 3

-------------8-6Ring 2

------------43-2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.9330Peak Hour Factor









1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02023025280311402811Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BCBBBBBBBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.5120.2011.1716.1214.6613.6517.8413.5913.5818.38d1, Uniform Delay [s]

26118567313366431150388397117c, Capacity [veh/h]



0.150.010.310.170.230.230.080.210.210.06g / C, Green / Cycle





41414141414141414141C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BB BC BBBMovement LOS C BB B


B BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


4/18/2017Report File: K:\...\4 OY CUM AM.pdf

Scenario 17 OY Plus Cum AMVistro File: K:\...\PA 108 B6_OY Cum_AM.vistro

Revised Building 6




Pkwy18

B16.50.461EB RightHCM 2010SignalizedLinden Ave / Miro Way17

C23.70.743SB ThruHCM 2010SignalizedLocust Ave / Miro Way16

C27.10.808WB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15

C24.00.804NB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14



Ramps12

C31.50.739EB LeftHCM 2010SignalizedAyala Dr / Casmalia St11

B13.30.482SB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10

C23.20.443WB LeftHCM 2010SignalizedLinden Ave / Renaissance

Pkwy9


B18.60.698WB LeftHCM 2010SignalizedBaseline Rd / Locust Ave7

D50.80.958NB ThruHCM 2010SignalizedAlder Ave / Baseline Rd6


F105.21.158EB LeftHCM 2010SignalizedAlder Ave / Renaissance

Pkwy3

F88.21.168EB RightHCM 2010SignalizedAlder Ave / SR-210 EB

Ramps2

E61.11.064WB LeftHCM 2010SignalizedAlder Ave / SR-210 WB

Ramps1


4/18/2017


Revised Building 6

Scenario 17: 17 OY Plus Cum AM

Version 5.00-00

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0460000021004423Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CFFCAELane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





28.6135.0035.0128.329.4835.17d1, Uniform Delay [s]

4855434845692243507c, Capacity [veh/h]



0.300.300.300.300.620.28g / C, Green / Cycle





100100100100100100C, Cycle Length [s]

CLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



CF CFAMovement LOS E C


A FApproach LOS C E


EIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000510039110280Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FCBDDCLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





22.5821.0512.3433.5122.9421.75d1, Uniform Delay [s]

6457221789151602680c, Capacity [veh/h]



0.400.400.490.080.360.36g / C, Green / Cycle






RCCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C FCCMovement LOS BD D


F AApproach LOS C B


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01912019120482003911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DDDDDFBFFCCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





35.6535.2340.9732.0331.9340.8912.9423.0237.0020.7720.7740.99d1, Uniform Delay [s]

266313119311361165789928322727738141c, Capacity [veh/h]



0.170.170.070.190.190.090.490.490.180.390.390.08g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DF DD DBCMovement LOS D FC F


F DApproach LOS C F


FIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92500.92500.92500.92500.92500.9250Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


055005Walk [s]


071190019Split [s]

0.01.01.00.00.01.0All red [s]

0.03.03.00.00.03.0Amber [s]



-Lead----Lead / Lag


046002Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoYesNoNoCritical Lane Group

BBAAAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





14.3013.492.676.962.662.64d1, Uniform Delay [s]

202227234262812051230c, Capacity [veh/h]



0.120.120.650.650.650.65g / C, Green / Cycle






RLCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



BA BAMovement LOS AA


BAApproach LOS A


AIntersection LOS


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------4-2-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.8520Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with










NoYesNoNoNoNoNoNoMinimum Recall





050050050050Walk [s]


01911020120411104818Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

0307030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CDDCEDCCDFDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





26.6331.1743.9924.1532.6043.6121.4526.3140.0533.0542.03d1, Uniform Delay [s]

491577117506595134568668260569188c, Capacity [veh/h]



0.300.300.060.310.310.070.350.350.140.310.10g / C, Green / Cycle





9696969696969696969696C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



E CD CD DCFMovement LOS D CF D


E DApproach LOS E C


DIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03513033110271403017Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBCBBCBCCBCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.4416.4322.4213.5513.6421.1717.6319.5221.0317.2319.0520.95d1, Uniform Delay [s]

5035391155231172188283333201292344211c, Capacity [veh/h]



0.280.280.060.320.320.100.170.170.110.180.180.12g / C, Green / Cycle





505050505050505050505050C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC BC BBCMovement LOS C CB C


B BApproach LOS C C


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.6510Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03612036120311103111Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DDCDBBEBBDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





33.1143.4725.9841.2411.9811.9641.2613.8515.3043.80d1, Uniform Delay [s]

4453852210390796714272284930c, Capacity [veh/h]



0.240.020.280.060.510.510.080.450.450.02g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CD DD DBBMovement LOS D BB E


C DApproach LOS B C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.66600.66600.66600.66600.66600.66600.66601.00000.66600.66600.66600.6660Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


025310263203300330Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesYesNoNoNoNoYesNoCritical Lane Group

BBDBBDCADCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





11.0511.0338.9014.4614.4042.0823.670.0038.3123.21d1, Uniform Delay [s]

916102920779089074459540308500c, Capacity [veh/h]



0.530.530.110.460.460.040.300.300.300.30g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]

CCLCCLRCLCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD BD BCCMovement LOS C AC D


B CApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.9070Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


058130571202000200Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoNoNoYesNoNoNoYesCritical Lane Group

AADAADDDDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





4.075.2341.145.065.0542.6635.5645.0036.9539.36d1, Uniform Delay [s]

11591363106125913125822383189217c, Capacity [veh/h]



0.720.720.060.690.690.030.120.120.120.12g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AD AD ADDMovement LOS D DD D


A AApproach LOS D D


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03517029110231103321Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCDDCDCCDBBDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





21.1321.4937.9734.9229.8643.7825.0025.0042.9715.1515.1436.95d1, Uniform Delay [s]

5206122493253833161261651811865288c, Capacity [veh/h]



0.320.320.140.200.200.020.330.330.030.460.460.16g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C DD CD CCBMovement LOS D CB D


D DApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.86700.86700.86701.00001.00001.00000.86700.86701.00001.00000.86700.8670Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0190000045007126Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCFCACLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





27.4027.0226.8323.1721.415.0128.58d1, Uniform Delay [s]

3844144316467472378745c, Capacity [veh/h]



0.240.240.240.390.390.660.21g / C, Green / Cycle





76767676767676C, Cycle Length [s]

RCLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



CC CEAMovement LOS C C


A CApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.91900.91900.91901.00000.91900.91900.91900.91901.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000240066190470Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBBABBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





16.2816.2815.803.6016.1012.1511.40d1, Uniform Delay [s]

28828932322996635711279c, Capacity [veh/h]



0.180.180.180.640.190.350.35g / C, Green / Cycle





43434343434343C, Cycle Length [s]

RCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





B AApproach LOS B A


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.8510Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03311033110281603018Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCBBCBCCBCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





22.4119.6830.2016.8716.1328.6218.8721.2427.8617.9922.4628.63d1, Uniform Delay [s]

443521845216131724681049216430963173c, Capacity [veh/h]



0.270.270.050.320.320.100.290.290.120.270.270.10g / C, Green / Cycle





656565656565656565656565C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC CBCMovement LOS C CB C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02015022170271104226Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group

CCDCCCCCCBCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





25.9525.9429.9423.1723.1328.7023.4923.4730.6213.6618.1527.01d1, Uniform Delay [s]

362373166402442231451506116607715315c, Capacity [veh/h]



0.200.200.090.230.230.130.270.270.060.380.380.17g / C, Green / Cycle





686868686868686868686868C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CC CD CCCMovement LOS C CB C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.8480Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


0300030006000600Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag



PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with

163.0997.07457.04209.0895th-Percentile Queue Length [ft]

6.523.8818.288.3695th-Percentile Queue Length [veh]



YesNoYesNoCritical Lane Group

CBCBLane Group LOS

20.8118.5832.6014.46d, Delay for Lane Group [s/veh]

0.370.230.880.44X, volume / capacity

Lane Group Results

1.001.001.001.00PF, progression factor

1.001.001.001.00Rp, platoon ratio

0.000.000.000.00d3, Initial Queue Delay [s]

1.630.7710.120.35d2, Incremental Delay [s]

1.001.001.001.00I, Upstream Filtering Factor

0.500.500.310.11k, delay calibration

19.1817.8122.4714.11d1, Uniform Delay [s]

642681655881c, Capacity [veh/h]


0.160.100.490.24(v / s)_i Volume / Saturation Flow Rate

0.400.400.510.51g / C, Green / Cycle


2.002.002.002.00l2, Clearance Lost Time [s]

2.002.002.002.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.00L, Total Lost Time per Cycle [s]


CCCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BB CC CCBMovement LOS B CB C


B CApproach LOS B C


CIntersection LOS


----------------Ring 4

----------------Ring 3

--------------86Ring 2

--------------42Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.58000.58000.58000.58000.58000.5800Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050550Walk [s]


071019190Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]



-Lead----Lead / Lag


030620Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with

172.870.3783.2095th-Percentile Queue Length [ft]

6.910.013.3395th-Percentile Queue Length [veh]



YesNoYesCritical Lane Group

DAALane Group LOS

47.112.124.29d, Delay for Lane Group [s/veh]

0.830.000.35X, volume / capacity

Lane Group Results

1.001.001.00PF, progression factor

1.001.001.00Rp, platoon ratio

0.000.000.00d3, Initial Queue Delay [s]

8.890.000.85d2, Incremental Delay [s]

1.001.001.00I, Upstream Filtering Factor

0.110.500.50k, delay calibration

38.222.123.44d1, Uniform Delay [s]



0.110.000.29(v / s)_i Volume / Saturation Flow Rate

0.130.780.78g / C, Green / Cycle


2.002.002.00l2, Clearance Lost Time [s]

0.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.00L, Total Lost Time per Cycle [s]


CCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



DA DAMovement LOS AA


DAApproach LOS A


BIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------32Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.8280Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01900301106000600Split [s]

0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]

03000303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBCBBDBBCBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.1616.1427.4911.9510.7432.1413.6715.2028.7117.0926.20d1, Uniform Delay [s]

616662296777915140659775249752371c, Capacity [veh/h]



0.350.350.350.480.480.080.410.410.410.410.41g / C, Green / Cycle





7272727272727272727272C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD BC BBBMovement LOS C BB C


B CApproach LOS C B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------432-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.7690Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01916027240301503217Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoYesNoYesNoNoNoYesCritical Lane Group

CCCCCCCBBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





26.1527.7820.4525.0921.5621.6128.7114.6514.6326.39d1, Uniform Delay [s]

258185405320438515114625661253c, Capacity [veh/h]



0.150.100.230.180.280.280.060.350.350.14g / C, Green / Cycle





64646464646464646464C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CC CC CCBMovement LOS C CB C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


4/18/2017Report File: K:\...\4 OY CUM PM.pdf

Scenario 17 OY Plus Cum PMVistro File: K:\...\PA 108 B6_OY Cum_PM.vistro

Revised Building 6




Pkwy18





B19.40.819NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13

B14.70.717NB LeftHCM 2010SignalizedAyala Dr / SR-210 WB

Ramps12


B16.80.450WB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10

C21.70.389WB LeftHCM 2010SignalizedLinden Ave / Renaissance

Pkwy9



C34.20.872WB LeftHCM 2010SignalizedAlder Ave / Baseline Rd6


D44.00.937WB RightHCM 2010SignalizedAlder Ave / Renaissance

Pkwy3

F115.91.159NB RightHCM 2010SignalizedAlder Ave / SR-210 EB

Ramps2

F121.51.239NB LeftHCM 2010SignalizedAlder Ave / SR-210 WB

Ramps1


4/18/2017


Revised Building 6

Scenario 17: 17 OY Plus Cum PM

Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.96100.96100.96101.00001.00001.00000.96100.96101.00001.00000.96100.9610Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0440000020004626Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CDFDAFLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





30.5934.8632.6631.676.1132.65d1, Uniform Delay [s]

3994435085982428570c, Capacity [veh/h]



0.240.240.310.310.670.31g / C, Green / Cycle






CLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



CD CFAMovement LOS F D


A DApproach LOS F F


FIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.97400.97400.97401.00000.97400.97400.97400.97401.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000600030110190Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FCBDFFLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





28.0622.7810.2334.9628.0628.06d1, Uniform Delay [s]

5626302022297586662c, Capacity [veh/h]



0.350.350.560.160.350.35g / C, Green / Cycle






RCCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C FCFMovement LOS BF D


D AApproach LOS F B


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01911019110492004011Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group

FDDCCDBCDDDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





37.2632.8141.3529.3629.2939.5314.2021.5337.0426.4526.3940.95d1, Uniform Delay [s]

28033099380423188768904286723735125c, Capacity [veh/h]



0.170.170.050.220.220.100.480.480.160.390.390.07g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CD FD DBDMovement LOS D CD D


D FApproach LOS D C


DIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.97100.97100.97100.97100.97100.9710Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


055005Walk [s]


070200020Split [s]

0.01.01.00.00.01.0All red [s]

0.03.03.00.00.03.0Amber [s]



-Lead----Lead / Lag


046002Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoNoYesNoCritical Lane Group

BAAAAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





10.149.004.248.434.364.35d1, Uniform Delay [s]

3433841829468945961c, Capacity [veh/h]



0.210.210.510.510.510.51g / C, Green / Cycle






RLCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



AA BAMovement LOS AA


BAApproach LOS A


AIntersection LOS


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------4-2-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03611036110241502819Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

0307030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCDCDDBCDDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





22.3825.7437.4620.7427.6237.5718.1422.8734.7028.5637.49d1, Uniform Delay [s]

509598129500588120576678252538126c, Capacity [veh/h]



0.310.310.070.310.310.070.360.360.140.290.07g / C, Green / Cycle





8383838383838383838383C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D CD CD CBDMovement LOS D CD D


D CApproach LOS D C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03511037130281402814Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBCBBBBBBBBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





14.0114.0018.7911.9813.7018.1615.2116.1217.2315.5016.3917.73d1, Uniform Delay [s]

465483117444994155288338221254299184c, Capacity [veh/h]



0.250.250.060.270.270.090.180.180.120.160.160.10g / C, Green / Cycle





424242424242424242424242C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BB BC BBBMovement LOS B BB B


B BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.8970Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02911029110391703311Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesYesNoYesNoNoNoNoYesCritical Lane Group

DDDDBADAADLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





36.6544.1434.8141.0410.007.5142.108.608.8344.54d1, Uniform Delay [s]

28522381112969114075913107413c, Capacity [veh/h]



0.150.010.200.060.600.600.040.570.570.01g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DD DD DBAMovement LOS D AA D


D DApproach LOS B B


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92500.92500.92500.92500.92500.92500.92501.00000.92500.92500.92500.9250Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


049310341602500250Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesYesNoNoNoNoNoYesCritical Lane Group

AADBBDCADCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





8.118.0940.999.709.6741.7927.070.0042.3831.87d1, Uniform Delay [s]

10591122131996107283372438155413c, Capacity [veh/h]



0.590.590.070.560.560.050.230.230.230.23g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD AD ACCMovement LOS C AC D


B BApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


060170541101900190Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoNoNoYesNoYesNoNoCritical Lane Group

AADAADCDCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





5.026.4641.047.807.8043.2331.9041.7833.0733.83d1, Uniform Delay [s]

109112841301159119243291210270276c, Capacity [veh/h]



0.680.680.070.630.630.020.170.170.170.17g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AD AD ACCMovement LOS C CC D


A BApproach LOS C D


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.9280Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01915028240191103628Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCDDCDBBDBBDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





28.5328.9140.9535.4530.5841.6914.9614.9544.2710.3010.2938.39d1, Uniform Delay [s]

33439212030535987826839199931059228c, Capacity [veh/h]



0.210.210.070.190.190.050.440.440.010.560.560.13g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C DD CD CBBMovement LOS D BB D


D DApproach LOS B B


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92800.92800.92801.00001.00001.00000.92800.92801.00001.00000.92800.9280Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0290000032006129Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBBBBABLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





15.5115.3815.3314.4914.134.7617.10d1, Uniform Delay [s]

3994324475225702087663c, Capacity [veh/h]



0.250.250.250.300.300.580.19g / C, Green / Cycle





45454545454545C, Cycle Length [s]

RCLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





A BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.96900.96900.96901.00000.96900.96900.96900.96901.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000320058130450Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCACCBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





22.2022.1521.874.9824.8917.1113.13d1, Uniform Delay [s]

38238742823005656641487c, Capacity [veh/h]



0.240.240.240.640.160.410.41g / C, Green / Cycle





62626262626262C, Cycle Length [s]

RCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CCBMovement LOS AC C


C AApproach LOS C B


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.9460Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02311023110332503123Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCBBCBBCBCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





25.8724.1630.4918.7618.7126.5115.1917.5026.0517.8322.2428.53d1, Uniform Delay [s]

269317674635372765651265300433970153c, Capacity [veh/h]



0.170.170.040.280.280.150.350.350.170.270.270.08g / C, Green / Cycle





656565656565656565656565C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC CBCMovement LOS C BB C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02114024170301104122Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCDCCCCCDBCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





28.0928.0731.6323.2823.2527.1724.0224.0231.6118.6423.5330.60d1, Uniform Delay [s]

318333158506561375485525155496583210c, Capacity [veh/h]



0.180.180.090.290.290.210.280.280.090.310.310.12g / C, Green / Cycle





717171717171717171717171C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CC CD CCCMovement LOS D CB D


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.8590Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


0270027006300630Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BACCLane Group LOS



Lane Group Results







9.938.7228.6323.82d1, Uniform Delay [s]




0.570.570.340.34g / C, Green / Cycle






CCCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AA BB BCCMovement LOS C CC C


A BApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

--------------86Ring 2

--------------42Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.69100.69100.69100.69100.69100.6910Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050550Walk [s]


063027270Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]



-Lead----Lead / Lag


030620Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DAALane Group LOS



Lane Group Results











0.150.760.76g / C, Green / Cycle






CCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





DAApproach LOS A


BIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------32Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.9140Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02000422204800480Split [s]

0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]

03000303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBCAACBBCBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





13.5713.5419.648.198.1521.8410.4411.1320.1212.8316.45d1, Uniform Delay [s]

514564314776891169603710304673467c, Capacity [veh/h]



0.300.300.300.470.470.090.370.370.370.370.37g / C, Green / Cycle





5151515151515151515151C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AC BC BBBMovement LOS B BB C


B BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------432-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.9330Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02023025280311402811Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCBCBBCBBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





17.5819.1513.9816.8315.2614.5518.7614.6614.6019.08d1, Uniform Delay [s]

257130458324378445152382425134c, Capacity [veh/h]



0.140.070.250.180.230.230.080.220.220.07g / C, Green / Cycle





43434343434343434343C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC CBBMovement LOS C BB C


B CApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


4/18/2017Report File: K:\...\5 OY CUM WP_WC_AM.pdf

Scenario 18 OY + Cum + Proj AMVistro File: K:\...\PA 108 B6_WC_AM.vistro

Revised Building 6


F62.20.000EB LeftHCM 2010Two-way stopLinden Ave / South Driveway24

F1,258.83.353EB LeftHCM 2010Two-way stopLinden Ave / Middle Driveway23

F2,394.66.080EB LeftHCM 2010Two-way stopLinden Ave / North Driveway22

C22.90.000WB LeftHCM 2010Two-way stopLocust Ave / South Driveway21

C21.40.000WB LeftHCM 2010Two-way stopLocust Ave / North Driveway20

D48.60.857WB RightHCM 2010SignalizedLocust Ave / Casmalia Ave19

C23.30.750WB LeftHCM 2010SignalizedLocust Ave / Renaissance

Pkwy18

F827.45.956NB ThruHCM 2010SignalizedLinden Ave / Miro Way17


D54.10.913NB LeftHCM 2010SignalizedAyala Dr / Baseline Rd15

F96.01.201SB RightHCM 2010SignalizedAyala Dr / Renaissance Pkwy14

C26.60.928NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13

D50.90.972SB RightHCM 2010SignalizedAyala Dr / SR-210 WB

Ramps12


D39.80.810SB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10

F660.02.892SB LeftHCM 2010SignalizedLinden Ave / Renaissance

Pkwy9

E66.10.658NB LeftHCM 2010SignalizedLinden Ave / Casmalia St8


F102.21.101NB ThruHCM 2010SignalizedAlder Ave / Baseline Rd6

B12.61.021SB LeftHCM 2010SignalizedMiro Way/Alder Ave5

F224.01.387SB LeftHCM 2010SignalizedAlder Ave / Renaissance

Pkwy3


Ramps2


Ramps1


4/18/2017


Revised Building 6

Scenario 18: 18 OY + Cum + Proj AM

Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0410000025004924Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CFFCAFLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





29.6435.9735.9829.349.3035.99d1, Uniform Delay [s]

4755334755592269532c, Capacity [veh/h]



0.290.290.290.290.630.29g / C, Green / Cycle





102102102102102102C, Cycle Length [s]

CLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



CF CFAMovement LOS F C


A FApproach LOS F F


FIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000590031110200Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FDBDFDLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





24.2023.1711.8335.0124.2423.68d1, Uniform Delay [s]

6186921864150659725c, Capacity [veh/h]



0.380.380.510.080.380.38g / C, Green / Cycle






RCCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D FDEMovement LOS BE D


F AApproach LOS E B


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01912019120482003911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FFDDDFBFFCCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





37.6037.3540.9732.9132.8540.8912.9423.0237.0020.7720.7740.99d1, Uniform Delay [s]

266313119323361165789928322727738141c, Capacity [veh/h]



0.170.170.070.190.190.090.490.490.180.390.390.08g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DF FD FBCMovement LOS D FC F


F FApproach LOS C F


FIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92500.92500.92500.92500.92500.9250Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


055005Walk [s]


024660066Split [s]

0.01.01.00.00.01.0All red [s]

0.03.03.00.00.03.0Amber [s]



-Lead----Lead / Lag


046002Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoYesNoNoCritical Lane Group

BCADAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





15.8217.844.2916.964.894.69d1, Uniform Delay [s]

348390224040310471177c, Capacity [veh/h]



0.210.210.620.620.620.62g / C, Green / Cycle






RLCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



CA BAMovement LOS DA


BBApproach LOS A


BIntersection LOS


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------4-2-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.8520Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02111025150281304126Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

0307030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoNoNoYesNoNoYesYesNoCritical Lane Group

CEECDDCFDFDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





30.9936.2847.2923.2431.3843.2326.1534.2742.9436.3045.04d1, Uniform Delay [s]

441519111562661247536631257539185c, Capacity [veh/h]



0.270.270.060.350.350.140.330.330.140.290.10g / C, Green / Cycle





102102102102102102102102102102102C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D CD CE ECFMovement LOS D FF D


D DApproach LOS F E


FIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03513033110271403017Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.4416.4322.4213.5513.6421.1717.6319.5221.0317.2319.0520.95d1, Uniform Delay [s]

5035391155231172188283333201292344211c, Capacity [veh/h]



0.280.280.060.320.320.100.170.170.110.180.180.12g / C, Green / Cycle





505050505050505050505050C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with





B BApproach LOS C C


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.6510Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03613035120281103114Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CDDDCCEBBFLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





29.4141.5330.9141.2319.7919.7541.2716.2117.9140.05d1, Uniform Delay [s]

52693497104658701142649764202c, Capacity [veh/h]



0.280.050.290.060.370.370.080.400.400.11g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DD CD CCBMovement LOS F CB E


D CApproach LOS F C


EIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.66600.66600.66600.66600.66600.66600.66601.00000.66600.66600.66600.6660Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


033250191104600460Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCFFEDBBFFLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





21.6921.5034.4437.5637.2742.0613.3814.1845.0129.05d1, Uniform Delay [s]

6096824252673147575388680632c, Capacity [veh/h]



0.360.360.230.170.170.040.470.470.470.47g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



E FD CF CBFMovement LOS F BF F


F FApproach LOS F F


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.9070Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


047140441103200320Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoNoNoYesNoYesNoNoCritical Lane Group

CBDBBDCFCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.1814.9341.0813.4313.4242.5921.6737.2022.5123.60d1, Uniform Delay [s]

84499310890494260591382502538c, Capacity [veh/h]



0.520.520.060.500.500.030.310.310.310.31g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD CD BCCMovement LOS C CC F


B CApproach LOS C F


DIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03516030110211103323Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





21.3621.7338.3234.9029.8443.7825.7525.7542.9714.9414.9336.31d1, Uniform Delay [s]

5146052423263833159359751817872313c, Capacity [veh/h]



0.320.320.130.200.200.020.320.320.030.460.460.17g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with





D DApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.86700.86700.86701.00001.00001.00000.86700.86701.00001.00000.86700.8670Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0190000045007126Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DDCFEADLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





28.3828.2127.7528.1927.997.7332.81d1, Uniform Delay [s]

4975575575716602170724c, Capacity [veh/h]



0.310.310.310.350.350.600.21g / C, Green / Cycle





86868686868686C, Cycle Length [s]

RCLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



DD DFAMovement LOS D E


A DApproach LOS C F


DIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.91900.91900.91901.00000.91900.91900.91900.91901.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000210069170520Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCACFBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





24.8724.8724.153.7624.5616.2810.78d1, Uniform Delay [s]

25625728725815987741735c, Capacity [veh/h]



0.160.160.160.710.170.480.48g / C, Green / Cycle





62626262626262C, Cycle Length [s]

RCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CCBMovement LOS AF C


C AApproach LOS D A


CIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.8510Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02411029160341803216Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FFEBBFFDECDELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





42.8942.8954.4519.1319.1042.9542.7540.7450.6034.5643.1552.14d1, Uniform Delay [s]

42749270823909467422946197381854151c, Capacity [veh/h]



0.260.260.040.480.480.260.260.260.110.240.240.08g / C, Green / Cycle





116116116116116116116116116116116116C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BF FE FFDMovement LOS E DC E


F FApproach LOS D F


FIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02014026200261103924Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






EEEEEEEEEBCELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





41.3241.3249.8039.4439.4247.6240.6340.6151.1816.8822.4239.79d1, Uniform Delay [s]

42543514744450621541146292737867478c, Capacity [veh/h]



0.230.230.080.270.270.120.240.240.050.460.460.26g / C, Green / Cycle





110110110110110110110110110110110110C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



E EE EE EECMovement LOS E EB E


E EApproach LOS D E


DIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.8480Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


0370037005300530Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCDBLane Group LOS



Lane Group Results







23.8821.7723.0614.54d1, Uniform Delay [s]




0.410.410.500.50g / C, Green / Cycle






CCCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CC CC CDBMovement LOS B DB D


C CApproach LOS B D


CIntersection LOS


----------------Ring 4

----------------Ring 3

--------------86Ring 2

--------------42Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.58000.58000.58000.58000.58000.5800Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050550Walk [s]


019071710Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]



-Lead----Lead / Lag


030620Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FCFLane Group LOS



Lane Group Results











0.170.740.74g / C, Green / Cycle






CCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



FC FFMovement LOS CF


FCApproach LOS F


FIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------32Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.8280Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02300371405300530Split [s]

0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]

03000303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBEBBDBBDCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





17.5117.5134.8312.6312.6334.7315.8317.6033.2820.0930.05d1, Uniform Delay [s]

718734201864973134622732211706345c, Capacity [veh/h]



0.390.390.390.510.510.070.390.390.390.390.39g / C, Green / Cycle





7878787878787878787878C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD BE BBCMovement LOS D BC D


B CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------432-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.7690Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02217026210301603117Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






EDCDDDDDDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





35.1444.4922.3940.8536.2536.3540.0835.3435.3042.67d1, Uniform Delay [s]

471175638299402473326358379236c, Capacity [veh/h]



0.290.100.360.170.250.250.180.200.200.13g / C, Green / Cycle





101101101101101101101101101101C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CD ED EDDMovement LOS D DD D


D EApproach LOS D D


DIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:





Intersection 20: Locust Ave / North Driveway


YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


North DrivewayLocust AveLocust AveName

Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


CAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:





Intersection 21: Locust Ave / South Driveway


YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


South DrivewayLocust AveLocust AveName

Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


BAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:

2,394.6Delay (sec / veh):




Intersection 22: Linden Ave / North Driveway


YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


North DrivewayLinden AveLinden AveName

Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

FIntersection LOS


FAAApproach LOS




FFAAABMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:





Intersection 23: Linden Ave / Middle Driveway


YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Center DrivewayLinden AveLinden AveName

Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

FIntersection LOS


FABApproach LOS




FFAAABMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:





Intersection 24: Linden Ave / South Driveway


YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


South DrivewayLinden AveLinden AveName

Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

FIntersection LOS


CAAApproach LOS




CFAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


4/18/2017Report File: K:\...\5 OY CUM WP_WC_PM.pdf

Scenario 18 OY + Cum + Proj PMVistro File: K:\...\PA 108 B6_WC_PM.vistro

Revised Building 6


F77.60.000EB LeftHCM 2010Two-way stopLinden Ave / South Driveway24

F1,666.34.264EB LeftHCM 2010Two-way stopLinden Ave / Middle Driveway23

F3,066.47.523EB LeftHCM 2010Two-way stopLinden Ave / North Driveway22




C30.40.675SB LeftHCM 2010SignalizedLocust Ave / Renaissance

Pkwy18

F237.32.125NB ThruHCM 2010SignalizedLinden Ave / Miro Way17


E65.40.969EB RightHCM 2010SignalizedAyala Dr / Baseline Rd15

E63.71.043EB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14

E63.61.088NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13


Ramps12


F182.70.806SB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10

F430.22.168EB RightHCM 2010SignalizedLinden Ave / Renaissance

Pkwy9

E60.80.708NB LeftHCM 2010SignalizedLinden Ave / Casmalia St8


E57.10.971NB ThruHCM 2010SignalizedAlder Ave / Baseline Rd6

A8.20.689WB LeftHCM 2010SignalizedMiro Way/Alder Ave5

F182.51.365WB RightHCM 2010SignalizedAlder Ave / Renaissance

Pkwy3


Ramps2


Ramps1


4/18/2017


Revised Building 6

Scenario 18: 18 OY + Cum + Proj PM

Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.96100.96100.96101.00001.00001.00000.96100.96101.00001.00000.96100.9610Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0260000030006434Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





30.5834.8532.7031.726.1432.70d1, Uniform Delay [s]

4004445085972427569c, Capacity [veh/h]



0.250.250.310.310.670.31g / C, Green / Cycle






CLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





A DApproach LOS F F


FIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.97400.97400.97401.00000.97400.97400.97400.97401.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000400050140360Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





28.1422.8710.2234.9228.1428.14d1, Uniform Delay [s]

5616302024300595661c, Capacity [veh/h]



0.350.350.560.170.350.35g / C, Green / Cycle






RCCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





F AApproach LOS F B


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01911019110494101911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FDDDDFBCDFFDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





37.5635.2841.3632.5032.4441.3712.5319.0029.1833.9233.9240.96d1, Uniform Delay [s]

26831598338366147819963595460468124c, Capacity [veh/h]



0.170.170.050.190.190.080.510.510.330.250.250.07g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DF FD DBFMovement LOS D CF D


D FApproach LOS F C


FIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.97100.97100.97100.97100.97100.9710Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


055005Walk [s]


067230023Split [s]

0.01.01.00.00.01.0All red [s]

0.03.03.00.00.03.0Amber [s]



-Lead----Lead / Lag


046002Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoNoYesNoCritical Lane Group

BBABAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





13.1313.874.9112.485.785.54d1, Uniform Delay [s]

40044820033489511052c, Capacity [veh/h]



0.250.250.550.550.550.55g / C, Green / Cycle






RLCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



BA BAMovement LOS BA


BAApproach LOS A


AIntersection LOS


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------4-2-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02911034160241403121Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

0307030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoNoNoYesNoNoYesYesNoCritical Lane Group

CDDCDDCDDFDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





29.1733.5543.3523.4431.2241.1819.9127.1539.8832.3943.32d1, Uniform Delay [s]

433509118506595200628739247595116c, Capacity [veh/h]



0.270.270.070.310.310.110.390.390.140.320.06g / C, Green / Cycle





9595959595959595959595C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D CD CD DCFMovement LOS D DF D


D DApproach LOS F D


EIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03511037130281402814Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





14.0114.0018.7911.9813.7018.1615.2116.1217.2315.5016.3917.73d1, Uniform Delay [s]

465483117444994155288338221254299184c, Capacity [veh/h]



0.250.250.060.270.270.090.180.180.120.160.160.10g / C, Green / Cycle





424242424242424242424242C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with





B BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.8970Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02911030120382102811Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DDDDBBDAAFLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





34.7842.5634.8341.0415.2211.4342.109.489.7441.54d1, Uniform Delay [s]

32562380112818962758771032142c, Capacity [veh/h]



0.180.030.200.060.510.510.040.540.540.08g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DD DD DBAMovement LOS F BA D


D DApproach LOS F B


EIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92500.92500.92500.92500.92500.92500.92501.00000.92500.92500.92500.9250Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


034230221104500450Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CBFFEDBAEFLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





19.3919.3935.4436.0635.3041.8513.690.0045.0126.95d1, Uniform Delay [s]

6576963853213788173586580738c, Capacity [veh/h]



0.370.370.210.200.200.040.460.460.460.46g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



E FD CF BBFMovement LOS F AF E


F FApproach LOS F E


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


060170541101900190Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoNoNoYesNoYesNoNoCritical Lane Group

AADAADCFCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





6.766.4641.047.807.8043.2331.9042.4733.0733.83d1, Uniform Delay [s]

109112841301159119243291210270276c, Capacity [veh/h]



0.680.680.070.630.630.020.170.170.170.17g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AD AD ACCMovement LOS C CC F


A BApproach LOS C F


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.9280Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01913025190191603633Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





28.6829.0540.9535.6330.7341.6915.4115.4044.2710.2010.2037.89d1, Uniform Delay [s]

33038912030235587811824199971063247c, Capacity [veh/h]



0.200.200.070.190.190.050.430.430.010.560.560.14g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with





D DApproach LOS C B


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92800.92800.92801.00001.00001.00000.92800.92801.00001.00000.92800.9280Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0310000031005928Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoYesNoYesNoNoYesCritical Lane Group

BBBCCACLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





16.7417.2916.7418.7818.317.2121.94d1, Uniform Delay [s]

5265905894975431928620c, Capacity [veh/h]



0.330.330.330.290.290.530.18g / C, Green / Cycle





56565656565656C, Cycle Length [s]

RCLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



BB BCAMovement LOS C C


A BApproach LOS B C


BIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.96900.96900.96901.00000.96900.96900.96900.96901.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000310059130460Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCACFBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





24.7424.6924.365.7327.6119.4313.28d1, Uniform Delay [s]

37538042023585557041576c, Capacity [veh/h]



0.230.230.230.650.160.440.44g / C, Green / Cycle





69696969696969C, Cycle Length [s]

RCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CCBMovement LOS AF C


C AApproach LOS F B


EIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.9460Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02311024120332403122Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






EDECCFFCECDELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





43.6143.5053.0821.9621.9240.9237.4131.9046.4533.1941.4051.82d1, Uniform Delay [s]

335376587598254855341197274387866108c, Capacity [veh/h]



0.200.200.030.430.430.270.330.330.150.240.240.06g / C, Green / Cycle





112112112112112112112112112112112112C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CF EE DFDMovement LOS E CC E


F EApproach LOS D D


EIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02314024150291104123Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






EEEFFEEEECDELane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





43.3543.3451.0438.0738.0744.4141.5741.5751.3023.5329.7043.46d1, Uniform Delay [s]

384397142546617352427462134615724383c, Capacity [veh/h]



0.210.210.080.330.330.190.240.240.070.380.380.21g / C, Green / Cycle





113113113113113113113113113113113113C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



F FE EE EEDMovement LOS E EC E


F EApproach LOS D E


EIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.8590Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


0470047004300430Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBDCLane Group LOS



Lane Group Results







12.4410.5528.9624.31d1, Uniform Delay [s]




0.580.580.330.33g / C, Green / Cycle






CCCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BB BB BDCMovement LOS C DC D


B BApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

--------------86Ring 2

--------------42Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.69100.69100.69100.69100.69100.6910Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050550Walk [s]


023067670Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]



-Lead----Lead / Lag


030620Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FDFLane Group LOS



Lane Group Results







35.4412.9930.86d1, Uniform Delay [s]




0.210.700.70g / C, Green / Cycle






CCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



FD FFMovement LOS DF


FDApproach LOS F


FIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------32Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.9140Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02200472504300430Split [s]

0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]

03000303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





NoNoYesNoNoYesNoNoYesNoNoCritical Lane Group

BBCBBDBBFCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





17.8917.8930.9012.1012.1034.8015.3516.3734.3218.9824.06d1, Uniform Delay [s]

704732230898972136623733270694441c, Capacity [veh/h]



0.390.390.390.510.510.070.390.390.390.390.39g / C, Green / Cycle





7878787878787878787878C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD BC BBCMovement LOS C BC F


B CApproach LOS C E


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------432-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.9330Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02121026260321402911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCBCCCCCCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





23.5029.7715.6626.4420.8322.5329.4119.8719.8029.70d1, Uniform Delay [s]

428112653301444522128457508115c, Capacity [veh/h]



0.250.060.360.170.270.270.070.270.270.06g / C, Green / Cycle





66666666666666666666C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC CCCMovement LOS C CC C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


BAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


BAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

FIntersection LOS


FAAApproach LOS




FFAAABMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

FIntersection LOS


FAAApproach LOS




FFAAABMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

FIntersection LOS


CAAApproach LOS




CFAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


4/18/2017Report File: K:\...\5 OY CUM WP WTD AVG_FULL_AM.pdf

Scenario 18 OY + Cum + Proj AMVistro File: K:\...\PA 108 B6_OY Cum_AM.vistro

Revised Building 6


B11.10.000EB LeftHCM 2010Two-way stopLinden Ave / South Driveway24

B12.10.271EB LeftHCM 2010Two-way stopLinden Ave / Middle Driveway23

B13.10.224EB LeftHCM 2010Two-way stopLinden Ave / North Driveway22




C20.90.612EB LeftHCM 2010SignalizedLocust Ave / Renaissance

Pkwy18




C30.10.848NB LeftHCM 2010SignalizedAyala Dr / Renaissance Pkwy14



Ramps12



C29.80.645SB LeftHCM 2010SignalizedLinden Ave / Renaissance

Pkwy9





F112.91.227SB LeftHCM 2010SignalizedAlder Ave / Renaissance

Pkwy3


Ramps2

E71.41.118WB LeftHCM 2010SignalizedAlder Ave / SR-210 WB

Ramps1


4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ELevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95001.00001.00001.00000.95000.95001.00001.00000.95000.9500Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0410000025004924Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CFFCAFLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





29.6435.9735.9829.349.3035.99d1, Uniform Delay [s]

4755334755592269532c, Capacity [veh/h]



0.290.290.290.290.630.29g / C, Green / Cycle





102102102102102102C, Cycle Length [s]

CLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



CF CFAMovement LOS F C


A FApproach LOS D F


EIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.95000.95000.95001.00000.95000.95000.95000.95001.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000590031110200Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FDBDDCLane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





23.6222.4112.0134.5223.2321.98d1, Uniform Delay [s]

6277031838149635710c, Capacity [veh/h]



0.390.390.510.080.370.37g / C, Green / Cycle






RCCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D FDCMovement LOS BD D


F AApproach LOS D B


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01912019120482003911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FDDDDFBFFCCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





37.6035.8240.9732.0531.9640.8912.9423.0237.0020.7720.7740.99d1, Uniform Delay [s]

266313119312361165789928322727738141c, Capacity [veh/h]



0.170.170.070.190.190.090.490.490.180.390.390.08g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DF FD DBCMovement LOS D FC F


F EApproach LOS C F


FIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92500.92500.92500.92500.92500.9250Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


055005Walk [s]


024660066Split [s]

0.01.01.00.00.01.0All red [s]

0.03.03.00.00.03.0Amber [s]



-Lead----Lead / Lag


046002Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoYesNoNoCritical Lane Group

BBABAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





15.1514.973.058.423.043.02d1, Uniform Delay [s]

247277233759011961227c, Capacity [veh/h]



0.150.150.650.650.650.65g / C, Green / Cycle






RLCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



BA BAMovement LOS BA


BAApproach LOS A


AIntersection LOS


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------4-2-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.85200.8520Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02111025150281304126Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

0307030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CDDCEDCCDFDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





26.7431.3043.9824.1632.6243.5521.8327.3740.0733.0242.07d1, Uniform Delay [s]

488574117506595136569669259570187c, Capacity [veh/h]



0.300.300.060.310.310.070.350.350.140.310.10g / C, Green / Cycle





9696969696969696969696C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



E CD CD DCFMovement LOS D CF D


E DApproach LOS E C


DIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.80500.8050Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03513033110271403017Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.4416.4322.4213.5513.6421.1717.6319.5221.0317.2319.0520.95d1, Uniform Delay [s]

5035391155231172188283333201292344211c, Capacity [veh/h]



0.280.280.060.320.320.100.170.170.110.180.180.12g / C, Green / Cycle





505050505050505050505050C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with





B BApproach LOS C C


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.65100.6510Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03613035120281103114Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DDCDBBEBBDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





33.1041.6928.1041.2314.8114.7941.2713.9315.3940.97d1, Uniform Delay [s]

44587469104809862142720847127c, Capacity [veh/h]



0.240.050.250.060.460.460.080.450.450.07g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CD DD DBBMovement LOS D BB E


C DApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.66600.66600.66600.66600.66600.66600.66601.00000.66600.66600.66600.6660Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


033250191104600460Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCDCCDBBDCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





21.5021.4738.1127.5527.4342.0413.4512.9538.8418.91d1, Uniform Delay [s]

61068523845451475750882267791c, Capacity [veh/h]



0.360.360.130.270.270.040.470.470.470.47g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CD CD CBCMovement LOS C BC D


C CApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.90700.9070Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


047140441103200320Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






ABDBBDCDCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





8.5510.9041.149.989.9742.6726.1838.2227.2028.79d1, Uniform Delay [s]

95611251061031107458461261392420c, Capacity [veh/h]



0.590.590.060.570.570.030.240.240.240.24g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD AD BCCMovement LOS C CC D


B BApproach LOS C D


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03516030110211103323Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





21.3621.7338.3234.9029.8443.7825.5925.5942.9714.9414.9336.40d1, Uniform Delay [s]

5146052423263833159760151817872309c, Capacity [veh/h]



0.320.320.130.200.200.020.320.320.030.460.460.17g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with





D DApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.86700.86700.86701.00001.00001.00000.86700.86701.00001.00000.86700.8670Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0190000045007126Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCFCACLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





27.4827.0226.7823.6822.065.2829.01d1, Uniform Delay [s]

3974274456387372354742c, Capacity [veh/h]



0.250.250.250.390.390.650.21g / C, Green / Cycle





77777777777777C, Cycle Length [s]

RCLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



CC CEAMovement LOS C D


A CApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.91900.91900.91901.00000.91900.91900.91900.91901.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000210069170520Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCACBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





19.3519.3518.783.4319.1213.0811.02d1, Uniform Delay [s]

27327430624266326631485c, Capacity [veh/h]



0.170.170.170.670.180.410.41g / C, Green / Cycle





50505050505050C, Cycle Length [s]

RCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CCBMovement LOS AB C


C AApproach LOS B A


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.85100.8510Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02411029160341803216Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DCDBBDCCDCCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





28.3225.0337.4317.1517.1232.5223.9426.6834.6122.8328.5035.87d1, Uniform Delay [s]

428503796287342994571024210412923159c, Capacity [veh/h]



0.260.260.040.390.390.170.280.280.120.260.260.09g / C, Green / Cycle





808080808080808080808080C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD DD CCCMovement LOS D CC D


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.94700.9470Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02014026200261103924Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCDCCCCCCBCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





26.2326.2130.3324.2024.1829.0423.8023.7930.9813.7118.2127.22d1, Uniform Delay [s]

364375165398444231449504115611719320c, Capacity [veh/h]



0.200.200.090.230.230.130.270.270.060.380.380.18g / C, Green / Cycle





696969696969696969696969C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CC CD CCCMovement LOS C CB C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.84800.8480Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


0370037005300530Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CBDBLane Group LOS



Lane Group Results







19.7717.3723.0614.54d1, Uniform Delay [s]




0.410.410.500.50g / C, Green / Cycle






CCCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BB CC CDBMovement LOS B DB D


B CApproach LOS B D


CIntersection LOS


----------------Ring 4

----------------Ring 3

--------------86Ring 2

--------------42Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.58000.58000.58000.58000.58000.5800Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050550Walk [s]


019071710Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]



-Lead----Lead / Lag


030620Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DAALane Group LOS



Lane Group Results











0.130.780.78g / C, Green / Cycle






CCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





DAApproach LOS A


BIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------32Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.82800.8280Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02300371405300530Split [s]

0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]

03000303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBCBBDBBCCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.1416.1328.4711.7110.4634.2215.2917.0031.9919.3328.96d1, Uniform Delay [s]

687717303814958135632743222718353c, Capacity [veh/h]



0.380.380.380.500.500.070.390.390.390.390.39g / C, Green / Cycle





7676767676767676767676C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD BC BBCMovement LOS C BC C


B CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------432-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.76900.7690Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02217026210301603117Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CDCCCCDBBDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





28.0131.4020.7828.5124.7224.7932.3317.1017.0829.92d1, Uniform Delay [s]

322182475314428503118604640248c, Capacity [veh/h]



0.190.100.260.180.270.270.070.340.340.14g / C, Green / Cycle





72727272727272727272C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CC CD CCBMovement LOS D CB D


C DApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


CAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


BAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

BIntersection LOS


BAAApproach LOS




BBAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

BIntersection LOS


BAAApproach LOS




BBAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

BIntersection LOS


BAAApproach LOS




BBAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


4/18/2017Report File: K:\...\5 OY CUM WP WTD AVG_FULL_PM.pdf

Scenario 18 OY + Cum + Proj PMVistro File: K:\...\PA 108 B6_OY Cum_PM.vistro

Revised Building 6


B14.70.000EB LeftHCM 2010Two-way stopLinden Ave / South Driveway24

B12.90.004EB LeftHCM 2010Two-way stopLinden Ave / Middle Driveway23

B13.30.005EB LeftHCM 2010Two-way stopLinden Ave / North Driveway22





Pkwy18

C23.40.463EB RightHCM 2010SignalizedLinden Ave / Miro Way17




B19.60.828NB RightHCM 2010SignalizedAyala Dr / SR-210 EB Ramps13


Ramps12


B16.20.452WB LeftHCM 2010SignalizedBaseline Rd / Linden Ave10

C25.90.580EB LeftHCM 2010SignalizedLinden Ave / Renaissance

Pkwy9





D54.01.012WB RightHCM 2010SignalizedAlder Ave / Renaissance

Pkwy3


Ramps2


Ramps1


4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.96100.96100.96101.00001.00001.00000.96100.96101.00001.00000.96100.9610Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0260000030006434Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





30.5834.8532.7031.726.1432.70d1, Uniform Delay [s]

4004445085972427569c, Capacity [veh/h]



0.250.250.310.310.670.31g / C, Green / Cycle






CLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





A DApproach LOS F F


FIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


FLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.97400.97400.97401.00000.97400.97400.97400.97401.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000400050140360Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





28.1422.8710.2234.9228.1428.14d1, Uniform Delay [s]

5616302024300586661c, Capacity [veh/h]



0.350.350.560.170.350.35g / C, Green / Cycle






RCCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





F AApproach LOS F B


FIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01911019110494101911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






FDDDDFBCDEEDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





37.5833.4441.3631.9931.9141.4012.4218.8334.3228.4228.3640.96d1, Uniform Delay [s]

26631497329363145822967386680692123c, Capacity [veh/h]



0.170.170.050.190.190.080.510.510.210.360.360.07g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DF FD DBEMovement LOS D CE D


E FApproach LOS E C


DIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.97100.97100.97100.97100.97100.9710Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


055005Walk [s]


067230023Split [s]

0.01.01.00.00.01.0All red [s]

0.03.03.00.00.03.0Amber [s]



-Lead----Lead / Lag


046002Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





YesNoNoNoYesNoCritical Lane Group

BAAAAALane Group LOS



Lane Group Results


1.001.001.001.001.001.00Rp, platoon ratio





10.829.614.108.834.374.31d1, Uniform Delay [s]

3323721901445953998c, Capacity [veh/h]



0.210.210.530.530.530.53g / C, Green / Cycle






RLCLCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



AA BAMovement LOS AA


BAApproach LOS A


AIntersection LOS


----------------Ring 4

----------------Ring 3

--------------6-Ring 2

------------4-2-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


DLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00215.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.96500.9650Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02911034160241403121Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

0307030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCDCDDBCDDDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





24.9328.6840.6422.5730.0740.6818.0922.8237.5129.9540.64d1, Uniform Delay [s]

489576123494581128615724249581120c, Capacity [veh/h]



0.300.300.070.310.310.070.380.380.140.310.07g / C, Green / Cycle





8989898989898989898989C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D CD CD CBDMovement LOS D CD D


D CApproach LOS D C


DIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


03511037130281402814Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





14.0114.0018.7911.9813.7018.1615.2116.1217.2315.5016.3917.73d1, Uniform Delay [s]

465483117444994155288338221254299184c, Capacity [veh/h]



0.250.250.060.270.270.090.180.180.120.160.160.10g / C, Green / Cycle





424242424242424242424242C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with





B BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.89700.8970Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02911030120382102811Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DDDDBADAADLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





35.0642.8034.8241.0411.048.2942.109.349.6044.40d1, Uniform Delay [s]

31956381112936110175883103916c, Capacity [veh/h]



0.170.030.200.060.580.580.040.550.550.01g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



D DD DD DBAMovement LOS D AA D


D DApproach LOS B B


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92500.92500.92500.92500.92500.92500.92501.00000.92500.92500.92500.9250Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


034230221104500450Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






AADBBDCADCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





8.788.7835.5317.5717.5141.8726.010.0041.7130.56d1, Uniform Delay [s]

1028109033770882081401472164438c, Capacity [veh/h]



0.570.570.190.430.430.040.250.250.250.25g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BD AD ACCMovement LOS C AC D


C CApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.93400.9340Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


060170541101900190Split [s]

0.01.01.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.03.00.03.03.00.03.00.00.03.00.0Amber [s]

030300303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






AADAADCDCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





5.416.4641.047.807.8043.2331.9041.8233.0733.83d1, Uniform Delay [s]

109112841301159119243291210270276c, Capacity [veh/h]



0.680.680.070.630.630.020.170.170.170.17g / C, Green / Cycle





90909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AD AD ACCMovement LOS C CC D


A BApproach LOS C D


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------876Ring 2

-------------432Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.92800.9280Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


01913025190191603633Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





28.6829.0540.9535.6330.7341.6915.2815.2744.2710.2010.2038.00d1, Uniform Delay [s]

33038912030235587815828199971063242c, Capacity [veh/h]



0.200.200.070.190.190.050.440.440.010.560.560.13g / C, Green / Cycle





909090909090909090909090C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with





D DApproach LOS C B


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.92800.92800.92801.00001.00001.00000.92800.92801.00001.00000.92800.9280Peak Hour Factor









1.041.041.041.001.001.001.041.041.001.001.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050000050050Walk [s]


0310000031005928Split [s]

0.01.00.00.00.00.00.01.00.00.01.01.0All red [s]

0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s]

0300000030003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBBBBABLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





16.0815.7115.6615.8315.435.5018.62d1, Uniform Delay [s]

4444904985145612031648c, Capacity [veh/h]



0.270.270.270.290.290.560.18g / C, Green / Cycle





49494949494949C, Cycle Length [s]

RCLCCCLLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





A BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

-------------421Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









1.00001.00001.00000.96900.96900.96901.00000.96900.96900.96900.96901.0000Peak Hour Factor









1.001.001.001.041.041.041.001.041.041.041.041.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


000050050050Walk [s]


0000310059130460Split [s]

0.00.00.00.01.00.00.01.01.00.01.00.0All red [s]

0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s]

0000300030300300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCACCBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.00Rp, platoon ratio





22.7322.6822.395.1525.4517.3713.12d1, Uniform Delay [s]

37938542523145616741509c, Capacity [veh/h]



0.230.230.230.640.160.420.42g / C, Green / Cycle





64646464646464C, Cycle Length [s]

RCLCLRCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CCBMovement LOS AC C


C AApproach LOS C B


BIntersection LOS


----------------Ring 4

----------------Ring 3

-------------865Ring 2

---------------2Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.94600.9460Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02311024120332403122Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCCBBCBBCBCCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





26.6026.0431.4818.8018.7627.0716.9818.1226.9418.4923.0629.54d1, Uniform Delay [s]

272320664815572925631261299430964150c, Capacity [veh/h]



0.170.170.040.290.290.160.350.350.160.270.270.08g / C, Green / Cycle





676767676767676767676767C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC CBCMovement LOS C BB C


C CApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.98000.9800Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02314024150291104123Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

16.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DDDCCDCCDBCDLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





30.7630.7335.4524.7724.7430.2727.7027.7035.4119.4324.5332.64d1, Uniform Delay [s]

339353147530587370458496145528621264c, Capacity [veh/h]



0.190.190.080.310.310.200.260.260.080.330.330.15g / C, Green / Cycle





797979797979797979797979C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



C CD DD DCCMovement LOS D CB D


C DApproach LOS C C


CIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.85900.8590Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


0470047004300430Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BADCLane Group LOS



Lane Group Results







9.668.9728.9624.31d1, Uniform Delay [s]




0.580.580.330.33g / C, Green / Cycle






CCCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with



A AA BB BDCMovement LOS C DC D


A BApproach LOS C D


CIntersection LOS


----------------Ring 4

----------------Ring 3

--------------86Ring 2

--------------42Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.69100.69100.69100.69100.69100.6910Peak Hour Factor









1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with













NoNoNoRest In Walk


050550Walk [s]


023067670Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]



-Lead----Lead / Lag


030620Signal group


Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


YesLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






DAALane Group LOS



Lane Group Results











0.210.700.70g / C, Green / Cycle






CCCLane Group


4/18/2017


Revised Building 6


Version 5.00-00

Generated with





DAApproach LOS A


CIntersection LOS


----------------Ring 4

----------------Ring 3

---------------6Ring 2

--------------32Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.91400.9140Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02200472504300430Split [s]

0.01.00.00.01.01.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.03.00.03.00.00.03.00.0Amber [s]

03000303003000300Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






BBCBBCBBCBBLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





16.1816.1425.2511.0711.0429.0911.9812.7725.3014.9119.14d1, Uniform Delay [s]

564619279791889147663780309737488c, Capacity [veh/h]



0.330.330.330.470.470.080.410.410.410.410.41g / C, Green / Cycle





6666666666666666666666C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC BC BBBMovement LOS B BB C


B BApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------432-Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:








0.000.000.000.00Grade [%]

35.0035.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup









0.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.93300.9330Peak Hour Factor









1.041.041.041.041.041.041.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with















050050050050Walk [s]


02121026260321402911Split [s]

0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]

0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s]

03030030300303003030Maximum Green [s]






Phasing & Timing

12.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD


4/18/2017


Revised Building 6


Version 5.00-00

Generated with






CCBCBBCBBCLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio





17.7019.2514.0716.9215.2515.0418.8714.6414.5919.18d1, Uniform Delay [s]

256129458324382449152387430133c, Capacity [veh/h]



0.140.070.250.180.240.240.080.230.230.07g / C, Green / Cycle





43434343434343434343C, Cycle Length [s]



4/18/2017


Revised Building 6


Version 5.00-00

Generated with



B BC CC CBBMovement LOS C BB C


B CApproach LOS B B


BIntersection LOS


----------------Ring 4

----------------Ring 3

------------8765Ring 2

------------4321Ring 1

Sequence

4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


BAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.041.041.041.041.041.04Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

CIntersection LOS


BAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

BIntersection LOS


BAAApproach LOS




BBAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

BIntersection LOS


BAAApproach LOS




ABAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6


Version 5.00-00

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

35.0035.0035.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





1.00001.00001.00001.00001.00001.0000Peak Hour Factor








1.001.001.001.001.001.00Growth Rate





Volumes

4/18/2017


Revised Building 6


Version 5.00-00

Generated with

BIntersection LOS


AAAApproach LOS




ABAAAAMovement LOS







NoFlared Lane



4/18/2017


Revised Building 6



City of Rialto






Title: · Discussion on Identifying a Plan for Improvements South of the I-10 Freeway· Transportation Planning/Funding Major Improvements· Cactus/I-10 Crossing· Pepper Avenue Interchange Project· Information on Regional Discussions· Transportation Plan as it Relates to Active Transportation· Local Fees for Transportation Improvements· Signal Prioritization Plan· Future Improvements to Riverside Avenue, Sierra Avenue and the I-15 Junction· Riverside Avenue Bridge Widening Over the UPRR· Discussion of Updating Bike Paths· Alder Avenue/SR-210 - Proposed Feasibility Study

Sponsors:

Indexes:

Code sections:

Attachments:


· Discussion on Identifying a Plan for Improvements South of the I-10 Freeway

· Transportation Planning/Funding Major Improvements

· Cactus/I-10 Crossing

· Pepper Avenue Interchange Project

· Information on Regional Discussions

· Transportation Plan as it Relates to Active Transportation

· Local Fees for Transportation Improvements

· Signal Prioritization Plan

· Future Improvements to Riverside Avenue, Sierra Avenue and the I-15 Junction

· Riverside Avenue Bridge Widening Over the UPRR

· Discussion of Updating Bike Paths

· Alder Avenue/SR-210 - Proposed Feasibility Study



Documents

City of Rialto · Transportation Commission Regular Meeting May 3, 2017 ORAL COMMUNICATIONS POLICE DEPARTMENT LIAISON REPORT RIALTO UNIFIED SCHOOL DISTRICT LIAISON REPORT NEW BUSINESS