PASSER II SOFTWARE PASSER II Progression Analysis and Signal System Evaluation Routine Traffic Signal Optimization model Texas Transportation Institute.

PASSER II SOFTWARE

PASSER II

Progression Analysis and Signal System Evaluation Routine

Traffic Signal Optimization model Texas Transportation Institute (TTI)

Widely used model for arterial routes Component program of AAP

Arterial Analysis Package Pre-Processor

AAP

Provides easy access to PASSER II and TRANSYT 7F Using one data input scheme

PASSER II

A macroscopic, deterministic optimization model designed to develop “maximal bandwidth” timing plans on an arterial highway

Objective function of maximizing bandwidth efficiency Ensures good perceived progression

timing plans

Bandwidth efficiency Ratio of thru bandwidth (in both

directions) divided by twice the cycle length

Inputs

Traffic volumes, laneage Saturation flow rates Minimum phase times Permitted phase sequences Analysis methods

To evaluate existing conditions• Enter offsets and splits

To optimize • No information is entered

Outputs Three basic types

Input data report• Gives all input data in a structured format

Design recommendations• Including phase sequences, cycle length, offsets and splits • measures of effectiveness (MOE) values for

• Bandwidth efficiency• Bandwidth ‘attainability’• Degree of saturation• Delay• Probability of queue clearance and fuel consumption

Time Space Diagrams

Using AAP

A STREET 4

Artery Setup

Help Options

F1 for individual help options F2 for extended information about

the class of data F3 for the functional key list

F1 Help option for Artery Stop Factor

F2 Help Option for Artery Setup

F3 Functional Key List

Artery Data

Speeds are automatically entered as the values input in Artery setup

They can be changed individually, if desired

Mode can be P- pretimed control F - actuated control S- semi-actuated control

• artery is assumed to be the non-actuated phase

I – no signal control

N

Fir

st S

tree

t

Sec

ond

Str

eet

B S

tree

t

Thi

rd S

tree

t

1500’ 1950’ 1425’

A Street

Length

Forward Direction, Eastbound

1

432

From adjacent upstream intersection to the current intersection

If the lengths in the reverse direction are the same as the forward, press F9 and the lengths will be automatically input

Artery Data Traffic Volume Lanegae

Right turns are assumed to be shared Only enter the number of lanes under the the

right turns if there is an exclusive right turn lane Peak Hour Factor Saturation Flow Minimum Green Times Speed

DIRECTION

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

A Street

Intersections

With L T R L T R L T R L T R

TOTAL

1st Street 50 100 75 50 200 75 50 425 60 55 375 90 1,595

2nd Street 65 125 80 55 175 110 75 450 95 60 425 105 1,820

B Street 35 450 80 50 425 85 65 475 75 40 400 45 2,225

3rd Street 45 150 70 35 225 65 50 450 80 60 375 70 1,675

4th Street 45 225 95 65 300 95 70 525 85 65 425 80 1,980

5th Street 65 190 60 45 225 75 55 425 60 30 525 65 1,820

6th Street 50 250 80 65 310 56 50 475 80 45 425 90 1,976

Traffic Volumes

NN

ONLY

ONLY

ONLY

ONLY

ONLY

ONLYONLY

ONLY

ONLY

ONLY

ONLYONLYONLY

ONLY

ONLY

ONLY ONLY

ONLY

ONLY

ONLY

ONLY ONLY

ONLY

ONLY

ONLY

ONLY ONLY

ON

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ON

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ON

LY

ON

LY

ON

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LY O

NL

Y

ON

LY

ON

LY

ON

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ON

LY

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LY

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ON

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ON

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ONLY

A STREET

FIR

ST S

TR

EE

T

SEC

ON

D S

TR

EE

T

TH

IRD

ST

RE

ET

EW Left Turn

Signal

EW Left Turn

Signal

NS/EW Left Turn

Signal

EW Left Turn

Signal

NS Left Turn

Signal

B S

TR

EE

T

ON

LY

ON

LY

ON

LY

ON

LY

NS Left Turn

Signal

SEVENTH STREET

EIGHTH STREET

ON

LY

ON

LY

ON

LY

ON

LY

ON

LY

ON

LY

ON

LY

ON

LY

ONLY ONLYONLY ONLY

ONLYONLY ONLYONLY

SPEED LIMIT 40

Sign

ONLY ONLYONLY ONLYONLY ONLY

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign

ONLYONLYONLY

ON

LY

ON

LY

ON

LY

ON

LY

ON

LY

ON

LY

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

ONLYONLYONLY ONLYONLYONLYSPEED

LIMIT 35 Sign

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign SPEED LIMIT 35

SignONLY ONLY ONLY ONLY ONLY ONLY

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign

SPEED LIMIT 35

Sign

ONLY ONLY ONLY

ON

LY

ON

LY

ON

LY

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LY

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LY

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LY

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LY

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LY

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LY

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LY

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LY

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LY

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LY

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LY

ON

LY

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

ONLYONLY ONLYONLY ONLYONLY

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

SPEED LIMIT 40

Sign

Diagram of Network

Approach Data

• Press F9 to calculate the volume adjustments

• Press escape to accept these values• Press ‘page down’ key to enter info

for other intersections

Timing Plan

Timing Plan

GL T

E N W S

OROR

OR

Timing Plan

F

R

OR

OR

LT Column Subsequence

1 leading lefts 2 leading thru’s 3 forward direction leading

reverse lagging 4 reverse direction leading,

forward lagging

No. Meaning0 phase combination not allowed1 phase combination allowed, no overlap2 phase combination allowed, with overlap

Example:

Run Instructions

Run PASSER II

View PASSER II Output

Then select your file name

Output Menu

Best Solution

A Street and First Street

Artery Summary

Time Space Diagram

Reading PASSER II Output

2 + 6 4 + 8

2 + 6 1 + 5 4 + 8 3 + 7

Reading PASSER II Output

Draw the phasing diagram assuming EB as the forward direction for:

2+6, 1+6, 1+5, 4+8, 3+8, 3+7

2 + 64 + 81 + 5

3 + 8

3 + 71+ 6

Example:

First Street and A street

A Street and B Street

Main Street

1320’ 1650’ 900’ 800’

A Street D StreetC StreetB Street E Street

Length

Forward Direction, Eastbound

1 432 5

0 1320

From adjacent upstream intersection to the current intersection

1650 900 800

If the lengths in the reverse direction are the same as the forward, press F9 and the lengths will be automatically input

Approach Data

Left Through Right Left Through Right Left Through Right Left Through RightA Street 70 600 50 70 600 50 150 1150 100 150 1250 100B Street 85 775 45 29 324 45 100 840 189 175 1349 172C Street 102 452 78 98 573 78 75 763 67 132 1209 111D Street 32 556 98 76 674 127 89 1450 67 87 976 143E Street 113 400 122 98 754 190 66 1111 109 134 998 123

Main Street Intersection

with

WestboundEastboundSouthboundNorthbound

Left Through Right Left Through Right Left Through Right Left Through RightA Street 70 600 50 70 600 50 150 1150 100 150 1250 100B Street 85 775 45 29 324 45 100 840 189 175 1349 172C Street 102 452 78 98 573 78 75 763 67 132 1209 111D Street 32 556 98 76 674 127 89 1450 67 87 976 143E Street 113 400 122 98 754 190 66 1111 109 134 998 123

Main Street Intersection

with

WestboundEastboundSouthboundNorthbound

Left Through Right Left Through Right Left Through Right Left Through RightA Street 70 600 50 70 600 50 150 1150 100 150 1250 100B Street 85 775 45 29 324 45 100 840 189 175 1349 172C Street 102 452 78 98 573 78 75 763 67 132 1209 111D Street 32 556 98 76 674 127 89 1450 67 87 976 143E Street 113 400 122 98 754 190 66 1111 109 134 998 123

Main Street Intersection

with

WestboundEastboundSouthboundNorthbound

Laneage

Laneage at all intersections NB and SB 1 exclusive left turn lane 1 through and right turn lane EB and WB 1 exclusive left turn lane 1 through lane 1 through and right turn lane

Phasing