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City of Fremo

Automated R

Study

MEMO

DATE:

TO:

FROM:

SUBJECT:

The purpose

signals with a

Transportatio

ARLE system

BACKGRO

In February 2

requiring all

the safety pe

consider the

well as at sim

Collis

Citat

Site c

Perce

In 2007, the C

Drive. The AR

2009. Both o

STUDY A

ARLE is curre

Boulevard an

former is equ

movements,

following roa

ont

Red Light Enfo

ORANDU

April 28, 2

Frans van

Josh Pilac

Derek Che

Automate

of this memo

automated re

on (Caltrans)‐

on crash rate

OUND IN

2014, Caltrans

municipalitie

erformance of

following asp

milar intersect

sion rates, typ

ion rates for

conditions, cu

eptions of pa

City of Fremo

RLE system at

f these system

AREA

ently operatio

nd Warm Spri

uipped with A

while the latt

adway facilitie

orcement

UM

2016

der Meer, Ci

chowski, PE, D

eah, DKS Asso

ed Red Light E

orandum is to

ed light enforc

‐operated Sta

es and the iss

NFORMAT

s issued Traff

s that operat

f such ARLE s

pects of safet

tions in the ar

pes, and patt

through mov

urrent signal o

rties familiar

ont activated

t the intersec

ms are locate

onal at two int

ngs Boulevar

ARLE for the e

ter is equippe

es are of note

Pag

ity of Fremon

DKS Associate

ociates

Enforcement

o document t

cement (ARLE

ate Highways

suance of cita

TION

fic Operations

e one or mor

ystems once

y performanc

rea without A

erns;

vement, left tu

operation, an

with the inte

the ARLE syst

tion of Missio

ed on Caltrans

tersections u

rd, and Missio

eastbound thr

ed with ARLE

e:

ge 1 of 11

nt

es

– Traffic Engi

he findings o

E) in the City

. Specifically,

tions at the t

s Policy Direc

re ARLE‐equip

every five ye

ce at and nea

ARLE:

urn, and, whe

nd driver beha

ersection(s) re

tem at the int

on Boulevard

s owned facil

nder Caltrans

on Boulevard

rough and lef

for all westb

ineering Stud

f a study into

of Fremont, C

the study so

two study inte

tive TR‐0011,

pped traffic si

ars. The Polic

ar the study in

ere prohibite

avior; and

egarding traff

tersection of

and Warm S

ities and are

s jurisdiction

and Mohave

ft turn movem

bound movem

dy

o the effective

CA on Califor

ught to evalu

ersections.

, Number 14‐

ignal on State

cy Directive d

ntersections e

d, right turn o

fic safety.

Mission Bou

Springs Boulev

still in operat

in the City of

e Drive as sho

ments and all

ments. Within

P#

eness of two

nia Departme

uate the effec

‐01, Revision

e Highways to

directs munici

equipped wit

on red infract

levard and M

vard was acti

tion today.

f Fremont: M

wn in Figure

northbound

the study are

#16018‐000

traffic

ent of

ct of the

1,

o evaluate

ipalities to

h ARLE, as

tions;

Mohave

vated in

ission

1. The

ea, the

City of Fremo

Automated R

Study

Miss

appr

680 (

sepa

arter

State

Warm

the f

throu

left t

has a

para

Warr

Warm

Grim

and s

lanes

betw

Moh

and r

Boule

appr

mph

Inter

the i

with

Inter

Sout

throu

occu

ont

Red Light Enfo

ion Boulevard

oximately on

(I‐880 and I‐6

rated freewa

rial at its east

e Highway. Th

m Springs Bou

facility. At the

ugh lanes, an

turn lane, thre

a single left tu

llel facilities t

ren Avenue a

m Springs Bou

mmer Bouleva

southbound a

s, dual left tu

ween the thro

ave Drive is a

retail establis

evard is confi

oach features

.

rstate 880 tra

nner East Bay

Mission Boul

rstate 680 tra

h Bay with th

ugh the inters

pancy toll (HO

orcement

d: the portion

e‐mile long fa

680, respectiv

y at its weste

ern end by th

he posted spe

ulevard and M

e former, both

d a separate

ee through la

urn lane, two

that travel be

nd Dixon Lan

ulevard is a p

rd and Dixon

approaches to

rn lanes, and

ugh and right

a smaller, 0.75

shments north

igured with o

s a through‐le

vels 45 miles

y. It is configu

levard, and si

vels 70 miles

he Tri‐Valley r

section, the r

OT) express la

Pag

n of Mission B

acility that se

vely) in the So

ern end up to

he interchang

eed limit is 45

Mohave Drive

h Mission Bou

slip lane for r

anes, a bicycle

through lane

tween I‐880 a

ding Road (in

primarily four‐

Landing Roa

o the Mission

a right turn l

t turn lanes.

5‐mile long st

h and south o

one through, l

eft, left turn,

from Oaklan

ured with five

ix through lan

between Fai

egion of Alam

roadway is co

ane; northbo

ge 2 of 11

Boulevard un

erves as the p

outh Bay. It va

the intercha

ge with I‐680,

5 miles per ho

e, are the two

ulevard appro

right turns; at

e lane, and a

es, a through‐

and I‐680 inc

n Milpitas) to

‐lane, north‐s

d, with a post

n Boulevard in

ane; the nort

treet that pro

of Mission Bo

eft turn, and

and right tur

d to San Jose

e through lane

nes south of t

rfield in the n

meda County

nfigured with

und, it is con

der Caltrans j

primary conne

aries in classif

nge with I‐88

as well as be

our (mph). Th

o major four‐w

oaches featur

t the latter, th

right turn lan

‐right lane, an

lude Auto Ma

the south.

south arterial

ted speed lim

ntersection a

thbound appr

ovides access

oulevard. The

right turn lan

n lane. The p

e and serves a

es in each dir

the interchan

north and San

and western

h four genera

figured with

jurisdiction (S

ection betwee

fication betw

80, and a six‐l

eyond the por

he two ARLE‐e

way at‐grade

re dual left tu

he eastbound

ne, while the w

nd a curbside

all Parkway to

l that travels

mit of 35 mph

re configured

roach also fea

to the reside

northbound

ne each, whil

posted speed

as the main n

rection north

nge.

n Jose in the s

Contra Costa

al purpose tra

three genera

SR 262) is an

en Interstates

ween a four‐la

ane, surface‐

rtion that is s

equipped inte

e intersections

urn lanes, thre

d approach ha

westbound a

bicycle lane.

o the north, a

3.5 miles bet

h. Both the no

d with two th

atures a bicyc

ential neighbo

approach to

e the southbo

limit on the s

orth‐south co

of the interch

south, connec

a County. Sou

avel lanes and

l purpose lan

s 880 and

ne, grade‐

‐level

igned as a

ersections,

s along

ee

as a single

pproach

Other

and

tween

orthbound

rough

cle lane

orhoods

Mission

ound

street is 25

orridor in

hange

cting the

uthbound

d one high‐

nes.

City of Fremo

Automated R

Study

FIGURE 1: S

In addition to

were evaluat

Directive. Th

as shown in F

Mow

238),

a six‐

featu

Argo

the i

eastb

west

ont

Red Light Enfo

STUDY AREA

o the two ARL

ted for compa

ese intersect

Figure 2. Belo

wry Avenue tr

, through Dow

‐lane, surface

ure a left turn

naut Way is a

ntersection w

bound approa

tbound appro

orcement

A

LE‐equipped s

arison regard

ions were Mo

ow are some

avels approxi

wntown Frem

e‐level arteria

n lane, two th

a 0.6‐mile lon

with Mowry A

ach is configu

oach features

Pag

study interse

ing crash rate

owry Avenue

roadway char

imately 4.5 m

mont to Cherr

al with a poste

rough lanes,

ng collector st

Avenue, as we

ured with a th

a left turn la

ge 3 of 11

ctions, two si

es and citatio

and Argonau

racteristics of

miles north‐so

ry Street on th

ed speed limi

one through‐

treet that serv

ell as the large

hrough‐right a

ne, a through

imilar but no

ons, in accord

ut Way, and A

f the respecti

outh from Mis

he south side

it of 40 mph.

‐right lane, an

ves the resid

e shopping m

and a through

h‐right‐left lan

n‐ARLE‐equip

ance with the

Auto Mall Par

ive facilities:

ssion Bouleva

e of I‐880. It is

Both approa

nd a curbside

ential neighb

mall at the nor

h‐left travel la

ne, and a cur

pped intersec

e Caltrans Po

kway and Osg

ard (here sign

s configured m

ches to Argon

e bicycle lane.

borhoods surr

rtheast corne

ane, while the

bside bicycle

ctions

licy

good Road

ned as SR

mostly as

naut Way

.

rounding

er. The

e

lane.

City of Fremo

Automated R

Study

Auto

680 i

appr

appr

Osgo

Wash

south

throu

throu

FIGURE 2: C

ORIGINA

The original s

1984 and sho

ont

Red Light Enfo

o Mall Parkwa

in the east, an

oaches to Os

oach features

ood Road serv

hington Boule

hbound appro

ugh‐right lane

ugh lanes, a b

COMPARISO

AL SIGNAL

signal warran

ows that the i

orcement

ay travels app

nd is configur

good Road ar

s a third thro

ves as a 2‐mil

evard, with a

oach to Auto

e. On the nor

bicycle lane, a

N STUDY IN

L WARRA

nt for the inte

intersection m

Pag

proximately 2

red primarily

re configured

ugh‐right lan

e continuatio

similar four‐l

Mall Parkwa

thbound app

and dual right

TERSECTION

ANT

rsection of M

met both the

ge 4 of 11

.5 miles from

as a four‐lane

d with two left

e as well.

on of Warm S

lane cross‐sec

y, there are d

roach, from w

t turn lanes.

NS

Mission Boulev

minimum ve

m Boyce Road/

e arterial with

ft turn and th

prings Boulev

ction and 40

dual left turn

west to east t

vard and War

ehicular volum

/Cushing Park

h a posted 45

rough lanes e

vard north of

mph speed li

lanes, two th

there are dua

rm Springs Bo

me warrant an

kway in the w

5 mph speed

each; the east

f Grimmer Bo

mit. On the

hrough lanes,

al left turn lan

oulevard is da

nd the interru

west to I‐

limit. Both

tbound

oulevard to

and one

nes, two

ated July

uption of

City of Fremo

Automated R

Study

continuous t

a copy of the

worksheet is

SIGNAL T

Current signa

Determinatio

Observed yel

and left at W

video survey

then compar

of the Califor

the relevant

TABLE 1: OBFOR THE TW

Intersection

Eastbound Mat Warm SprWestbound MBoulevard at

Source: DKS 1 Posted speed2 85th percentiinterval.

Table 1 indic

requirement

this requirem

average, whi

COLLISIO

Volume repo

from the City

each study in

of each of th

following tab

ont

Red Light Enfo

raffic warrant

e original sign

provided in A

TIMING C

al timing shee

on of Yellow

llow change i

Warm Springs

of the signal

red with the r

rnia Manual o

approaches.

BSERVED ANWO STUDY IN

n and Approa

Mission Boulevings BoulevarMission Mohave Driv

Associates (2

d limit was theile speed from

ates that the

specified by

ment: the east

le the westbo

ON REVIEW

orts and crash

y of Fremont

ntersection ar

e four interse

bles, the collis

orcement

t. Either gove

al warrant at

Appendix A.

CONFIRM

ets for the tw

Change Inter

ntervals for t

Boulevard an

operation, ta

required inter

on Uniform Tr

ND REQUIRENTERSECTIO

ach

Mean

vard rd

ve

016), CaMUT

e controlling facCaltrans speed

observed ye

the California

tbound Warm

ound Mohave

W

h records incl

Public Works

re summarize

ections was co

sions for each

Pag

erning agency

the intersect

ATION

o study inter

rval

he ARLE‐equ

nd all westbou

aken during a

rvals, as speci

raffic Control

ED YELLOW CONS n Yellow Chan

Left Turn

4.100

4.167

TCD (2014)

ctor in determd survey was t

llow change i

a MUTCD. Ho

m Springs Bou

e Drive appro

uding data o

s Department

ed in Table 2.

onducted for

h intersection

ge 5 of 11

y (The City of

tion of Missio

sections are i

ipped Mission

und approach

a weekday aft

ified by Sectio

Devices (CaM

CHANGE INT

nge Interval b

Thr

ining the requhe controlling

ntervals on b

owever, both

ulevard appro

oach was just

n collision typ

for the perio

A compariso

the pre‐ and

n were further

f Fremont or C

on Boulevard

included in A

n Boulevard a

hes at Mohav

ternoon site v

on 4D.10 and

MUTCD). Tabl

TERVALS BY

by Approach

rough‐Right

5.067

5.100

ired yellow chfactor in deter

both through‐

left turn app

oach was foun

over half a se

pe and severi

od from 2004

n of collision

d post‐installa

r broken dow

Caltrans) wer

and Mohave

Appendix B.

approaches (e

ve Drive) were

visit. These ob

d Table 4D‐10

le 1 summari

INTERSECTI

(s) RequInterva

ange interval. rmining the re

‐right approa

roaches are n

nd to be 0.2 s

econd too sho

ity by intersec

to 2015. The

numbers and

ation periods.

wn into three

re not able to

e Drive. The fu

eastbound th

e determined

bserved inter

02 in the 2014

zes this comp

ION AND AP

uired Yellow l for All Appr

4.3 1

4.7 2

quired yellow

ches satisfy t

not in complia

seconds too s

ort on averag

ction were ob

e approach vo

d rates within

As presented

categories by

o produce

ull warrant

hrough

d from a

rvals were

4 edition

parison for

PPROACH

Change roaches (s)

change

he

ance with

short on

ge.

btained

olumes for

n 200 feet

d in the

y type, to

City of Fremo

Automated R

Study

better identif

Appendix C.

TABLE 2: AP

2005 2008 2010 2013 2015

Pre‐ARLE Post‐ARLE

Source: City o

Note: 1 Volum

Shaded value

TABLE 3: COBOULEVARD

Number of

Collisions

Collision Rate1

Source: City o

Note: 1 Crash

ont

Red Light Enfo

fy the effects

PPROACH VOMission B

Warm Sprin

114,272,9478,7687,0685,19

93,5983,67

of Fremont (2

mes along Mo

es denotes AR

OLLISION NUD AND WAR

Collis

Angle oRe

Other (inclufixed objec

T

Angle oRe

Other (inclufixed objec

T

of Fremont (2

h rate is calcu

orcement

s of ARLE on s

OLUMES FOBlvd & ngs Blvd

MM

46 47 67 68 97

97 77

2016)

ohave Drive w

RLE system in

UMBERS ANDRM SPRINGS

sion Type

or head‐on ear‐end uding sideswit collision, etTotal

or head‐on ear‐end uding sideswit collision, etTotal

2016)

lated as Collis

Pag

specific types

R STUDY INTMission Blvd Mohave Drive

75,722 52,333 56,902 64,811 64,841

75,722 59,722

were not avai

n operation

D ANNUAL RS BOULEVAR

InteT

pe, c.)

15

pe, c.)

2

9

sions per Mill

ge 6 of 11

of collisions.

TERSECTION& e1

Mowry AArgona

5857525444

5852

lable so only

RATES FOR TRD

2004 – 20

ersection Total

8 25

10

43

17.09 53.42

21.37

91.88

lion ADT per y

A summary o

NS Avenue & aut Way

8,066 7,281 2,852 4,914 4,197

8,066 2,311

Mission Blvd

THE INTERSE

009

ARLE Approach

3 7

3

13

6.41 14.96

6.41

27.78

year

of collision re

Auto Mall PkOsgood R

61,64559,00455,74254,68765,159

61,64558,648

volumes wer

ECTION OF M

20

IntersectTotal

7 4

9

20

13.947.97

17.93

39.84

ecords are pro

kwy & Rd

4 2 7 9

8

re summed

MISSION

009 – 2015

tion AApp

4 91

3 1

4 13

ovided in

ARLE proach

5 1

1

7

9.96 1.99

1.99

3.94

City of Fremo

Automated R

Study

TABLE 4: COBOULEVARD

Number of

Collisions

AROf

T

Collision Rate1

AROf

T

Source: City o

Note: 1 Crash

TABLE 5: COAND ARGON

Number of

Collisions

ARO

T

Collision Rate1

ARO

T

Source: City o

Note: 1 Crash

ont

Red Light Enfo

OLLISION NUD AND MOH

Collisi

Angle or headRear‐end Other (includfixed object cTotal

Angle or headRear‐end Other (includfixed object cTotal

of Fremont (2

h rate is calcu

OLLISION NUNAUT WAY

Angle or headRear‐end Other (includTotal


of Fremont (2

h rate is calcu

orcement

UMBERS ANDHAVE DRIVE

on Type

d‐on

ing sideswipeollision, etc.)

d‐on

ing sideswipeollision, etc.)

2016)

lated as Collis

UMBERS AND

Collis

d‐on

ing sideswipe

d‐on

ing sideswipe

2016)

lated as Collis

Pag

D ANNUAL R

IntersTo

25

e,

0

7

8.22

e,

0.

30

sions per Mill

D ANNUAL R

sion Type

e, fixed object

e, fixed object

sions per Mill

ge 7 of 11

RATES FOR T

2004 – 200

section otal A

2 5

0

7

80 .01

00

.81

lion ADT per y

RATES FOR T

t collision, etc

t collision, etc

lion ADT per y

THE INTERSE

07

ARLE Approach

1 3

0

4

4.40 13.21

0.00

17.61

year

THE INTERSE

20

c.)

c.)

year

ECTION OF M

20

IntersectioTotal

3 7

5

15

6.28 14.65

10.47

31.40

ECTION OF M

004 – 2007

3 3 3 9

17.22 17.22 17.22 51.67

MISSION

007 – 2015

on ARAppr

34

1

8

6.8.

2.

16

MOWRY AV

2007 – 2

79521

16.721.511.950.1

RLE roach

3 4

1

8

28 37

09

.74

VENUE

2015

3 1 5 8

City of Fremo

Automated R

Study

TABLE 6: COPARKWAY A

Number of

Collisions

ARO

T

Collision Rate1

ARO

T

Source: City o

Note: 1 Crash

Table 3 and T

study interse

reduction at

installation p

both periods

collisions but

in the rate of

appears to co

reducing the

a yellow inte

Table 5 and T

rear‐end cras

throughout t

intersections

ont

Red Light Enfo

OLLISION NUAND OSGOO



of Fremont (2

h rate is calcu

Table 4 collec

ections with a

the Mahave

period is likely

. In particular

t a 55% increa

f rear‐end col

ounter the ar

number of a

rval to avoid

Table 6 also s

shes at Mowr

the City, and t

s may partially

orcement

UMBERS ANDOD ROAD

Co

d‐on

ing sideswipe

d‐on

ing sideswipe

2016)

lated as Collis

ctively indicat

50% reductio

Drive intersec

y attributable

r, on both AR

ase in angle c

lisions but a 4

gument that

ngle collision

a citation.

show a decrea

ry Avenue and

therefore rais

y be due to a

Pag

D ANNUAL R

llision Type

e, fixed object

e, fixed object

sions per Mill

te that ARLE a

on of overall

ction, though

e to the small

LE‐equipped

collisions for t

43% increase

installing ARL

, perhaps due

ase in total co

d Argonaut W

ses the possib

reduction in

ge 8 of 11

RATES FOR T

t collision, etc

t collision, etc

lion ADT per y

appears to ha

crashes at th

h a portion of

absolute num

approaches t

the Warm Spr

e in angle colli

LE leads to a

e to drivers sl

ollision rates

Way, which im

bility any obse

background

THE INTERSE

2

c.)

c.)

year

ave had a mix

he Warm Sprin

the variation

mber of collis

there was a 8

rings Bouleva

isions for the

higher incide

lamming on t

for all types o

mplies an over

erved reduct

crashes in ge

ECTION OF A

2004 – 2007

5 6 3 14

27.04 32.44 16.22 75.70

xed effect on

ngs Boulevard

n from the pre

ions at each i

87% decrease

ard intersectio

e Mohave Driv

ence of rear‐e

the brakes du

of crashes, w

rall reduction

ion in crash r

eneral.

AUTO MALL

2007 – 2

6 7 5 18

12.7914.9210.6638.36

collision rate

d intersection

e‐ to the post

intersection d

e in the rate o

on and a 37%

ve intersectio

end collisions

uring the last

ith the excep

n in collisions

rates at the st

L

2015

9 2 6 6

es at both

n and a 5%

t‐

during

of rear‐end

% decrease

on – which

while

second of

ption of

tudy

City of Fremo

Automated R

Study

DOCUME

The Highway

Transportatio

a specific roa

crash modific

implementat

Manual does

supplementa

from multiple

ranges of CM

TABLE 7: CRCrash

A

A

Angle, L

Rear

An

Rear

Source: CMF

The study res

to the implem

studies also s

expected res

of rear end c

Springs Boule

approaches.

rate for the e

observed at M

occurred in t

1 http://www.c

ont

Red Light Enfo

ENTATION

y Safety Manu

on Officials (A

adway or inte

cation factors

tion of the saf

s not include a

ary resource a

e studies ana

MFs for releva

RASH MODIFh Type

All

All

Left turn

r end

ngle

r end

Clearinghous

sults show an

mentation of

show an expe

ults are rever

rashes decrea

evard, the ov

The intersect

entire interse

Mission Boule

he 3 year per

cmfclearingho

orcement

N OF SAF

ual, published

AASHTO) prov

rsection base

s (CMFs), whi

fety improvem

any CMFs for

available onlin

lyzing the eff

nt studies fou

FICATION FACras

Serious

Serious

se, Category:

n expected 16

red‐light run

ected 15‐45%

rsed in the ob

asing for both

erall crash ra

tion of Missio

ction but a 5%

evard and Mo

riod before A

ouse.org/

Pag

FETY PERF

d in 2010 by t

vides a metho

ed on a given

ch represent

ment to the e

r automatic re

ne with a wid

fect of Autom

und in the CM

ACTORS sh Severity

All

Fatal

s/Minor Injur

s/Minor Injur

All

All

Advanced te

6‐24% decrea

ning cameras

increase in r

bserved crash

h study inters

te decreased

on Boulevard

% increase in

ohave Drive m

RLE was insta

ge 9 of 11

FORMAN

he American

odology for d

safety based

the ratio of t

existing obser

ed light enfor

der range and

matic Red Ligh

MF Clearingho

ry

ry

echnology and

se in overall a

s at intersecti

ear end crash

h data, with th

sections. For t

57% for the

and Mohave

crash rate fo

may potential

alled.

NCE

Association o

etermining a

d improvemen

the expected

rved crash rat

rcement, the

d more up to d

ht Enforcemen

ouse.

Area Type

All

Urban

Urban

Urban

Urban

Urban

d ITS, Counte

and angle cra

ions, over diff

hes over diffe

he rate of ang

the intersect

entire interse

Drive howev

or ARLE appro

lly be due to

of State Highw

n expectation

nt. The metho

crash rate af

te. While the

CMF Clearing

date listing of

nt on crash ra

rmeasure: In

ash rates in ur

ferent crash s

erent crash se

gle crashes in

ion of Missio

ection and 50

ver showed a

oaches. The s

a low numbe

way and

n of crash red

odology is ba

fter the

Highway Saf

ghouse1, a

f CMFs, inclu

ates. Table 7

CMF

0.8

0.76‐0.8

0.84

1.24

0.75‐0.8

1.15‐1.4

stall red‐light

rban environm

severity level

everity levels.

ncreasing and

n Boulevard a

0% for ARLE

2% increase

maller percen

er of crashes t

duction at

sed on

fety

des CMFs

provides

83

84

45

t cameras

ments due

s. The

. These

d the rate

and Warm

in crash

nt change

that

City of Fremo

Automated R

Study

CITATION

The Fremont

the years prio

data (includin

citation is iss

difficulty of g

located at a s

for each of th

colored shad

Springs Boule

shown in the

system and b

TABLE 8: SU

Year

200420052006

200720082009

201020112012

201320142015

Source: Frem

Note: 1 Deno

Shaded value

FIELD RE

A site visit wa

driver behav

that users ha

red lights.

ont

Red Light Enfo

N REVIEW

t Police Depar

or to the imp

ng video of th

ued. Citation

gathering cita

signal to issue

he study and

ing. 2007 at M

evard represe

e table do not

broken down

UMMARY OFMission BSprings

4

6

7 8 9

0

2

4

mont Police De

otes partial ye

es denotes AR

VIEW

as conducted

ior at the two

ave a familiari

orcement

W

rtment provid

lementation

he event) is re

totals for the

tion records t

e red light run

comparison i

Mission Boule

ent partial yea

t reflect a full

by specific m

F RED LIGHTBlvd & Warms Boulevard

0 0 0

0 0

4421

573 537 409

184 351 523

epartment (2

ear

RLE system in

d by DKS staff

o study inters

ity with the A

Page

ded citation r

of ARLE. All v

eviewed by o

e years prior t

to specific int

nning citation

intersections.

evard and Mo

ars since the

calendar yea

movement cite

T RUNNING Cm Missio

Moh

332

188

779

2016)

n operation

on the aftern

sections and s

ARLE system a

e 10 of 11

ecords for th

violation even

ne of three tr

to ARLE imple

tersections an

ns. Table 8 pr

. Years where

ohave Drive a

ARLE was act

ar. A copy of t

ed are provid

CITATIONS Bon Blvd & have Dr

0 0 0

3241 ,283 ,034

,771 879 839

700 799 978

noon of Marc

surrounding s

as there was n

e study inter

nts are logged

rained retired

ementation a

nd the deterr

ovides a sum

e the ARLE sys

and 2009 at M

tivated within

the citation re

ed in Append

BY YEAR Auto Mall Osgood

000

201

614

1174

ch 2, 2016 to

study area. O

neither red lig

sections from

d into the ARL

d Fremont po

are relatively

ring effect of

mmary of citat

stem was act

Mission Boule

n those years

ecords genera

dix D.

Pkwy & Road

1

confirm traff

bserved drive

ght running n

m the ARLE sy

LE system and

olice officer be

low due to th

having a poli

tions issued e

tive are indica

evard and Wa

and so the v

ated by the A

Mowry Ave &Argonaut W

0 0 0

3 0 1

1 2 3

2 2 0

fic operations

er behavior su

nor abrupt bra

ystem and

d then

efore a

he

ce officer

ach year

ated with

rm

alues

ARLE

& Wy

s and

uggests

aking at

City of Fremo

Automated R

Study

INTERVIE

DKS conduct

qualitative pe

corroborated

reductions in

collisions at b

potentially h

behavior, he

about the AR

with the area

three retired

issuing citatio

IDENTIFI

According to

were not con

is satisfied w

countermeas

ont

Red Light Enfo

EW WITH

ed a phone in

erspective of

d the quantita

n both collisio

both study int

armful collisio

pointed out t

RLE system an

a or are not p

police office

ons as neede

CATION A

City of Fremo

nsidered prior

ith the opera

sures.

orcement

H LOCAL O

nterview with

a person fam

ative findings

on frequency

tersections a

ons have not

two distinct g

nd will not att

paying attenti

rs, who are re

d.

AND EVA

ont Staff, oth

r to the instal

ational benefi

Page

OFFICIAL

h Sgt Tony Tas

miliar with the

on collisions

and severity.

nd along Miss

occurred in h

groups of driv

tempt to rush

on are still re

esponsible fo

ALUATION

her safety feat

llations of the

ts of the curr

e 11 of 11

ssano of the F

e two study in

and citations

Prior to the i

sion Boulevar

his recent me

vers: aware co

h through a ye

eceiving citati

or watching vi

N OF PREV

tures to impr

e ARLE system

rent ARLE syst

Fremont Polic

ntersections.

s reported ab

installation of

rd corridor in

emory. With r

ommuters wh

ellow light, w

ons. These ci

ideo and data

VIOUS CO

rove safety an

ms at either st

tem and have

ce Departme

The officer’s

bove. He prim

f ARLE, there

n general; sim

regard to cita

ho frequent t

while those wh

tations are cu

a feeds from t

OUNTERM

nd discourage

tudy intersec

e not explore

nt to obtain a

findings large

marily noted s

were severa

milarly large an

tions and ove

the corridor k

ho are less fa

urrently proc

the ARLE cam

MEASURE

e red light vio

ction. To date

ed other possi

a

ely

ignificant

l major

nd

erall driver

know

miliar

essed by

meras and

ES

olations

e, the City

ible

Appendix A

Signal Warrant Report

Appendix B

Signal Timing Sheets

INTERVAL TIMING FUNCTION Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8

0 WALK 7 5 7 5

1 FLASHING DON'T WALK 30 34 33 34

2 MINIMUM INITIAL 15 15 14 13 14 15 8 14

3 TYPE 3 DET. DISCONNECT 0 25 0 0 0 25 0 0

4 ADDED SEC./ACTUATION 0 2 0 0 0 2.2 0 0

5 PASSAGE 2 4.5 2 2 2 5 2 2

6 MAXIMUM GAP 3 5 3 3 3 5.5 3 3

7 MINIMUM GAP 1.2 3.3 1 1.5 1 3.3 1.2 1.5

8 MAXIMUM EXTENSION I 16 25 16 16 16 25 21 16

9 MAXIMUM EXTENSION II 23 36 21 31 32

A MAXIMUM EXTENSION III

B

C SEC. OF GAP REDUCED 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

D PER SEC. OF INTERVAL 1.1 1.4 0.8 1.0 1.0 1.4 1.0 1.0

E YELLOW 4 5 4 4.4 4 5 4 4.4

F RED CLEARANCE 0.5 0.5 0 0.5 0.5 0.5 0 0.5TURN ON TIMING CHANGE BY: REMARKS FILE

1245 CEW/SM DC/HZ ASJ ALL RED FLASHDATE DATE 2 &6 YELLOW Print Date By FILENAME E# OPERATION

07/03/80 08/22/06 11/29/2012 Jan 16,'15 RG ALA-262-0.650.xls E33I3 8fCOUNTY ROUTE PM CITY INTERSECTION PROGRAM

ALA 262 00.650 Fmt C8.4 local 1

NOTE: To Initialize Controller: 1)Set Location & Feature Switches; 2) Clear RAM Location C-C-0

with STOP-TIME ON; 3) Enter Non-zero at C-C-1 to enter timing; 4)Enter 0 at C-C-1 to start

***SET REAL TIME CLOCK TO TELEPHONE TIME***

INTERVAL FLAG FUNCTION DISPLAY Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø8

0 PERMITTED PHASES F 255 ON ON ON ON ON ON ON ON

1 RED DETECTOR LOCK

2 YELLOW DET. LOCK

3 VEHICLE RECALL F 034 ON ON

4 PEDESTRIAN RECALL

5 PEDESTRIAN PHASES F 170 ON ON ON ON

6 OVERLAP A

7 OVERLAP B

8 DOUBLE ENTRY F 170 ON ON ON ON

9 MAX EXT. II F 217 ON ON ON ON ON

A LAG PHASES VIEW FOR OBSERVATION ONLY (SET LAG PHASES AT C-F-0 TO C-F-9)

B RED REST

C NON ACTUATED

D MAXIMUM EXT. III

E START UP YELLOW

F FIRST PHASE GREEN F 034 ON ON

WARM SPRINGS & MISSION BLVD (RTE 262)

**MODEM REQUIRED** MASTER ON TOP

traffic responsive not working -found mstr frozen w/ dark screen 11-13-12 VPC/ASJ

BIKE/PED TIMING IMPLEMENTED 11-13-12 VPC/ASJ

IMPLEMEMTED NEW PATTERNS 11-13-12 VPC/ASJ

MSTR OPERATING WITH CHIP E170 11-15-12 VPC/ASJ. (updated MUTCD2014 time on PH 4 & 8 RG 1/15/15

1 6

2 5

7 4

3 8 N

MISSION BLVD

WARM SPRINGS

PROGRAM CHIP

C8.4 U2

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

1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

E F 030

E F 02.0E F 001

E F 000

E F 000

E F 001

OBSERVE ONLY C 001

E C 001

2 6 2 6 COBSERVE ONLY d

E

E

2 4 6 8 2 4 6 8 C

2 4 5 7 2 4 5 7 C C-E-1 LAG PHASE Gap-Out "PATTERN 1" 5 E C







2 4 5 7 2 4 5 7 C C-E-8 LAG PHASE Gap-Out "PATTERN 8" 5 E C2 4 5 7 2 4 5 7 C C-E-9 LAG PHASE Gap-Out "PATTERN 9" 5 E C

PM

262 00.650

County

C-F-9 LAG FAZES "PATTERN 9"

City Location

Fmt WARM SPRINGS & MISSION BLVD (RTE 262)ALA

Route

090 005C-F-8 LAG FAZES "PATTERN 8" 090 005

C-F-7 LAG FAZES "PATTERN 7" 090 005







C-F-0 LAG FAZES "FREE" 170

d008

d008D-F-D DISABLE 4I8U/L 4 4

D-F-F DISABLE 8J8U/L 4 4

F-C-F RAM EXIT 0 F000

E049F-C-F RAM ACCESS 123

E-D-7 ADD 4I6U RED LOCK 1 156

F123

D-0-9 FEATURE (Set by Feature Switch) 000C-F-C COORDINATED FAZES 034

C-C-2 PC MASTER DOWNLOAD 1

C-0-0 LOCAL ADDRESS

F-D-8 OFFSET SEEKING FLAG 1

F-D-2 MINUTE 0

F-D-1 HOUR 0

F-D-0 TBCSEL 1F-0-F RED REVERT 20

F-0-E MAXIMUM VARIABLE INITIAL 30

SWITCH (0=OFF) SWITCH (0=OFF)

CODE FUNCTION ENTERDISPLAY

LAMPS TIMING

LOCATION (1=ON ) FEATURE (1=ON )

U1 E# 74 4C46 C8.4

ENTERDISPLAY

LAMPS TIMINGCHIP NUMBER CHECKSUM PROGRAM

CODE FUNCTIONNUMBER CHECKSUM

01/16/15EPROM BOARD - 412C

PLAN 1 PLAN 4 PLAN 7 COORD MAX RECALLCODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY

C-1-0 CYC. LENG. 250 E C 250 C-4-0 CYC. LENG. 180 E C 180 C-7-0 CYC. LENG. 165 E C 165

C-1-1 f 1 SPLIT 25 E C 025 C-4-1 f 1 SPLIT 24 E C 024 C-7-1 f 1 SPLIT 25 E C 025 D-D-1 1 d

C-1-2 f 2 SPLIT E C C-4-2 f 2 SPLIT E C C-7-2 f 2 SPLIT E C D-D-2 2 d




C-1-6 f 6 SPLIT E C C-4-6 f 6 SPLIT E C C-7-6 f 6 SPLIT E C D-D-6 6 d



C-1-A OFFSET A 0 E C 000 C-4-A OFFSET A 0 E C 000 C-7-A OFFSET A 0 E C 000 D-D-9 9 d

C-1-B OFFSET B E C C-4-B OFFSET B E C C-7-B OFFSET B E C

C-1-C OFFSET C E C C-4-C OFFSET C E C C-7-C OFFSET C E C

PLAN 2 PLAN 5 PLAN 8 COORD MIN RECALLCODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY


C-2-1 f 1 SPLIT 20 E C 020 C-5-1 f 1 SPLIT 22 E C 022 C-8-1 f 1 SPLIT 20 E C 020 D-E-1 1 d

C-2-2 f 2 SPLIT E C C-5-2 f 2 SPLIT E C C-8-2 f 2 SPLIT E C D-E-2 2 d




C-2-6 f 6 SPLIT E C C-5-6 f 6 SPLIT E C C-8-6 f 6 SPLIT E C D-E-6 6 d



C-2-A OFFSET A 0 E C 000 C-5-A OFFSET A 0 E C 000 C-8-A OFFSET A 0 E C 000 D-E-9 9 d



PLAN 3 PLAN 6 COORD PED RECALLCODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY


C-3-1 f 1 SPLIT 24 E C 024 C-6-1 f 1 SPLIT 18 E C 018 C-9-1 f 1 SPLIT 17 E C 017 D-F-1 1 d

C-3-2 f 2 SPLIT E C C-6-2 f 2 SPLIT E C C-9-2 f 2 SPLIT E C D-F-2 2 d




C-3-6 f 6 SPLIT E C C-6-6 f 6 SPLIT E C C-9-6 f 6 SPLIT E C D-F-6 6 d



C-3-A OFFSET A 0 E C 000 C-6-A OFFSET A 0 E C 000 C-9-A OFFSET A 0 E C 000 D-F-9 9 d



PLAN

PLAN ENTERCALL

LAMPS

PLAN 9

01/16/15


TIMING

DATAENTER

CALL

LAMPSCODE

LocationPM

00.650

TIMING

DATA

CODE PLAN ENTERCALL

LAMPS

TIMING

DATA

CODE

County

ALA 262Route

FmtCity

DAY OF THE WEEK DAY OF THE WEEK

ON/OFF SET DISPLAY LIGHTS 1-7 SET DISPLAY LIGHTS 1-7

TIME LIGHT SUN MON TUE WED THUR FRI SAT DATE BY TIME SUN MON TUE WED THUR FRI SAT

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

0 0500 2 E ON X X X X X 0 0545 3 A E X X X X X1 2200 2 E OFF X X X X X X X 1 1100 2 A E X X X X X2 1000 2 E ON X X 2 2200 E E X X X X X X X3 E 3 E

4 E 4 E

5 E 5 E

6 E 6 E

7 E 7 E

8 E 8 0800 2 A E X X9 E 9 E

A E A E

B E B E

C E C E

D E D E

E E E E

F E F E

"7" KEY ACTIVITY CODE1=TYPE OF SIMULTANEOUS PHASE TERMINATION

2=MAX 2 FAZES

3=MAX 3 FAZES

4=CONDITIONAL SERVICE (1ST SELECT) FAZES SET AT E-F-0

5=CONDITIONAL SERVICE (2ND SELECT) FAZES SET AT E-F-1

6=ENERGIZE AUX 6 RED

7=ENERGIZE AUX 6 GREEN

8=ENERGIZE AUX 6 YELLOW

9=CONSTANT CALL ON FAZES SET AT D-F-A

A=TRAFFIC ACTUATED MAX 2 OPERATION

B=CONSTANT CALL ON FAZES SET AT D-F-B

C=YELLOW YIELD COORDINATION

D=YELLOW YIELD COORDINATION

E=COORD FREE IF F-D-4 = 0

F=FLASHING OPERATION

ALACounty

AC

TIV

ITY

CO

DE

01/16/15

Fmt WARM SPRINGS & MISSION BLVD (RTE 262)City Location

CO

NT

RO

L

PL

AN

OF

FS

ET

Route00.650

PM

262

DE

PR

ES

S

"E

"

EV

EN

T #

DE

PR

ES

S

"E

"

TIME OF DAY SELECTION FOR COORDINATED CONTROL PLANS

CONTROL CODE "9"

KEY STROKES 9 + EVENT # + HOUR + MIN + Control Plan + Offset + "E" + DOW LTS

TIME OF DAY ACTIVITY TABLE

CONTROL CODE "7"

KEY STROKES 7 + EVENT # + HOUR + MIN + ACT CODE + "E" + ON/OFF + DOW LTS

EV

EN

T #

TB0-2 (S2) INPUT FILE - 332 CABINET1/16/2015

1 2 3 4 5 6 7 8 9 10 11 12 13 14

1I1U 2I2U 2I3U 2I4U 3I5U 4I6U 4I7U 4I8U 1I9U DC ISO MANUAL 2-PPB 6-PPB FLASHEX,CT EX,CT EX,CT CL,T3 EX,CT *EX,CT,RL* EX,CT CL,T3 EX,CT SENSE1I10U 2I11U 2I13U 2I15U 3I16U 4I17U 4I19U 4I1BU 1I1CU 2I1E 6I2E

TB2 1,2 TB2 5,6 TB2 9,10 TB4 1,2 TB4 5,6 TB4 9,10 TB6 1,2 TB6 5,6 TB6 9,10 TB8 1,3 TB8 4,6 TB8 7,9 TB8 10,12

F-C1/56 F-C1/39 F-C1/63 F-C1/47 F-C1/58 F-C1/41 F-C1/65 F-C1/49 F-C1/60 F F-C1/80 F-C1-67 F-C1/68 F-C1/81D D D D D D D D D D D D D DE E E E E E E E E E E E E E

1I1L 2I2L 2I3L 2I4L 3I5L 4I6L 4I7L 4I8L 3I9L SPARE 1 4-PPB 8-PPB STOPEX,CT EX,CT EX CL,T3 EX,CT EX,CT EX CL,T3 EX,CT TIME1I10L 2I12L 2I14L 2I15L 3I16L 4I18L 4I1AL 4I1BL 3I1DL 4I1F 8I2F

TB2 3,4 TB2 7,8 TB2 11,12 TB4 3,4 TB4 7,8 TB4 11,12 TB6 3,4 TB6 7,8 TB6 11,12 TB8 2,3 TB8 5,6 TB8 8,9 TB8 11,12

W-C1/56 W-C1/43 W-C1/76 W-C1/47 W-C1/58 W-C1/45 W-C1/78 W-C1/49 W-C1/62 W W-C1/53 W-C1/69 W-C1/70 W-C1/82J J J J J J J J J J J J J JK K K K K K K K K K K K K K

5J1U 6J2U 6J3U 6J4U 7J5U 8J6U 8J7U 8J8U 5J9U SPARE 2 EVA EVB RR1EX,CT EX,CT EX,CT CL,T3 EX,CT EX,CT EX,CT CL,T3 EX,CT PREMT PREMT PREMT5J20U 6J21U 6J23U 6J25U 7J26U 8J27U 8J29U 8J2BU 5J2CU Ø2 & Ø5 Ø4 & Ø7 f2 & f5

TB3 1,2 TB3 5,6 TB3 9,10 TB5 1,2 TB5 5,6 TB5 9,10 TB7 1,2 TB7 5,6 TB7 9,10 TB9 1,3 TB9 4,2,6 TB9 7,3,9 TB9 10,12

F-C1/55 F-C1/40 F-C1/64 F-C1/48 F-C1/57 F-C1/42 F-C1/66 F-C1/50 F-C1/59 F F-C1/54 D-Yellow D-Yellow F-C1/51D D D D D D D D D D D E-Orange E-Orange DE E E E E E E E E E E K-Blu+Shl K-Blu+Shl E

5J1L 6J2L 6J3L 6J4L 7J5L 8J6L 8J7L 8J8L 7J9L SPARE 3 EVC EVD RR2 EX,CT EX,CT EX CL,T3 EX,CT EX,CT EX CL,T3 EX,CT PREMT PREMT PREMT5J20L 6J22L 6J24L 6J25L 7J26L 8J28L 8J2AL 8J2BL 7J2DL Ø6 & Ø1 Ø8 & Ø3 f4 & f7

TB3 3,4 TB3 7,8 TB3 11,12 TB5 3,4 TB5 7,8 TB5 11,12 TB7 3,4 TB7 7,8 TB7 11,12 TB9 2,3 TB9 5,2,6 TB9 8,3,9 TB9 11,12

W-C1/55 W-C1/44 W-C1/77 W-C1/48 W-C1/57 W-C1/46 W-C1/79 W-C1/50 W-C1/61 W W-C1/75 J-Yellow J-Yellow W-C1/52J J J J J J J J J J J E-Orange E-Orange JK K K K K K K K K K K K-Blu+Shl K-Blu+Shl K

TB0-1 (S1) OUTPUT FILE TB0-4 (S4) TB0-3 (S3) FROM MOHAVE DRIVE

Ø1 Ø2 Ø2P Ø3 Ø4 Ø4P A1(OL'C) A2(OL'D) A3 A4(OL'A) A5(OL'B) A6

R-125 C1/16 R-128 C1/12 R-113 C1/10 R-116 C1/7 R-101 C1/4 R-104 C1/2 R-A121 C1/97 R-A124 C1/94 R-A111 C1/91 R-A114 C1/88 R-A101 C1/85 R-A104 C1/84

Y-126 C1/17 Y-129 C1/13 Y-114 C1/35 Y-117 C1/8 Y-102 C1/5 Y-105 C1/37 Y-A122 C1/98 Y-A125 C1/95 Y-A112 C1/101 Y-A115 C1/89 Y-A102 C1/86 Y-A105 C1/100

G-127 C1/18 G-130 C1/15 G-115 C1/11 G-118 C1/9 G-103 C1/6 G-106 C1/3 G-A123 C1/99 G-A126 C1/96 G-A113 C1/93 G-A116 C1/90 G-A103 C1/87 G-A106 C1/83

Ø5 Ø6 Ø6P Ø7 Ø8 Ø8P

R-131 C1/32 R-134 C1/29 R-119 C1/27 R-122 C1/24 R-107 C1/21 R-110 C1/19

Y-132 C1/33 Y-135 C1/30 Y-120 C1/36 Y-123 C1/25 Y-108 C1/22 Y-111 C1/38

G-133 C1/34 G-136 C1/31 G-121 C1/28 G-124 C1/26 G-109 C1/23 G-112 C1/20

ALA 262 00.650County Route PM

FmtCity

WARM SPRINGS & MISSION BLVD (RTE 262)Location

DC GND TBO-5 (S5) TBO-6 (S6)

S5

S6

DIODE CARD

1 9 Ø1 Y Ø1 G J

2 1 Ø2 G Ø2 Y A

3 12 Ø3 Y Ø3 G M

4 4 Ø4 G Ø4 Y D

5 7 Ø5 G Ø5 Y H

6 3 Ø6 Y Ø6 G B

7 10 Ø7 G Ø7 Y L

8 6 Ø8 Y Ø8 G E

9G 13 Ø2P Y

9Y 16 Ø4P Y

10G Ø6P Y R

10Y Ø8P Y U

11G N/U S

11Y 15 N/U

12G N/U V

12Y 18 N/U

13G 2 Ø2P G

13Y 8 N/U

14G 5 Ø4P G

14Y 11 N/U

15G Ø6P G C

15Y N/U K

16G Ø8P G F

16Y N/U N

ALA 262 00.650County Route PM City


Location

01/16/15

Fmt

CH

AN

NE

L

PINLOAD SWITCH

ASSIGNMENTPIN

2

3

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5

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13

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16

1

1

1

1

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2

2

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5

5

5

5

5

5

12

12

12

12

6

6

6

6

6

6

6

6

6

6

11

11

11

11

11

7

7

7

7

7

7

7

7

7

10

10

10

10

10

10

8

8

8

8

8

8

8

8

9

9

9

9

9

9

9

13

9

10

11

12

13

14

15

16

16

15

14

12

11

10

1 2 3 4 5 6 7 8 15 16 13 14 11 12 9 10

FIELD INPUT/OUTPUT TERMINALS

TB-2 loops TB-3 loops TB-8 peds

1 & 2 1I1U 1 & 2 5J1U 1 MANUAL

3 & 4 1I1L 3 & 4 5J1L 2 SPARE 1

5 & 6 2I2U 5 & 6 6J2U 3 COM

7 & 8 2I2L 7 & 8 6J2L 4 2-PPB

9 & 10 2I3U 9 & 10 6J3U 5 4-PPB

11 & 12 2I3L 11 & 12 6J3L 6 2-PPB 4-PPB COM

7 6-PPB

8 8-PPB

TB-4 loops TB-5 loops 9 6-PPB 8-PPB COM

1 & 2 2I4U 1 & 2 6J4U

3 & 4 2I4L 3 & 4 6J4L

5 & 6 3I5U 5 & 6 7J5U TB-9 emergency pre-emp.

7 & 8 3I5L 7 & 8 7J5L 1-SP2

9 & 10 4I6U 9 & 10 8J6U ** SP3 2-EV A & C PWR. ORN Wires to EV A & C

11 & 12 4I6L 11 & 12 8J6L ** COM 3-EV B & D Pwr. ORN Wires to EV B & D

4-EVA Actuation YEL Wire to EV A

5-EVC Actuation YEL Wire to EV C

TB-6 loops TB-7 loops 6-EV A & C COM Blu+shields to EV A & C

1 & 2 4I7U 1 & 2 8J7U 7-EVB Actuation YEL Wire to EV B

3 & 4 4I7L 3 & 4 8J7L 8-EVD Actuation YEL Wire to EV D

5 & 6 4I8U 5 & 6 8J8U 9-EV B & D COM Blu+shields to EV B & D

7 & 8 4I8L 7 & 8 8J8L 10-RR1

9 & 10 1I9U 9 & 10 5J9U 11-RR2

11 & 12 3I9L 11 & 12 7J9L 12-COM**J11-J to J12-E / J11-K to J13-E for opto probe pwr.

101 Ø4 - RED 113 Ø2P - DON'T WALK 125 Ø1 - RED

102 Ø4 - YELLOW 114 - GREEN 126 Ø1 - YELLOW

103 Ø4 - GREEN 115 Ø2P - WALK 127 Ø1 - GREEN

104 Ø4P - DON'T WALK 116 Ø3 - RED 128 Ø2 - RED

105 - YELLOW 117 Ø3 - YELLOW 129 Ø2 - YELLOW

106 Ø4P - WALK 118 Ø3 - GREEN 130 Ø2 - GREEN

107 Ø8 - RED 119 Ø6P - DON'T WALK 131 Ø5 - RED

108 Ø8 - YELLOW 120 - GREEN 132 Ø5 - YELLOW

109 Ø8 - GREEN 121 Ø6P - WALK 133 Ø5 - GREEN

110 Ø8P - DON'T WALK 122 Ø7 - RED 134 Ø6 - RED

111 - YELLOW 123 Ø7 - YELLOW 135 Ø6 - YELLOW

112 Ø8P - WALK 124 Ø7 - GREEN 136 Ø6 - GREEN

A101 - RED A111 - RED A121 - RED

A102 - YELLOW A112 - YELLOW A122 - YELLOW

A103 - GREEN A113 - GREEN A123 - GREEN

A104 - RED A114 - RED A124 - RED

A105 - YELLOW A115 - YELLOW A125 - YELLOW

A106 - GREEN A116 - GREEN A126 - GREEN

262

Route

A1(OL'C)

A1(OL'C)

A1(OL'C)

OL'A

OL'B

00.650

PM

Fmt

City Location

A2(OL'D)

A2(OL'D)

A4(OL'A) A2(OL'D)

01/16/15FIELD INPUT TERMINALS

A3

A3

OL'A

A5(OL'B)

A5(OL'B)

A5(OL'B)

OL'B

A3

ALA

County

FIELD OUTPUT TERMINALS

AUX. FIELD OUTPUT TERMINALS

A6

A6

A6

A4(OL'A)

A4(OL'A)


T

B

8

T

B

8

T

B

8

&

&

INTERVAL TIMING FUNCTION Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø80 WALK 7 5 71 FLASHING DON'T WALK 27 34 242 MINIMUM INITIAL 13 15 14 15 13 103 TYPE 3 DET. DISCONNECT 0 16 0 0 0 164 ADDED SEC./ACTUATION 0 2 0 0 0 1.85 PASSAGE 2 4.5 2.5 2 2 4.56 MAXIMUM GAP 3 5.5 3.5 3 3 5.57 MINIMUM GAP 1 3.5 1.5 1 1 3.58 MAXIMUM EXTENSION I 21 40 16 32 16 409 MAXIMUM EXTENSION II 26 26A MAXIMUM EXTENSION IIIBC SEC. OF GAP REDUCED 0.1 0.1 0.1 0.1 0.1 0.1D PER SEC. OF INTERVAL 1.0 1.5 1.0 1.0 1.0 1.5E YELLOW 4 5 4 4 4 5F RED CLEARANCE 0 0 0 0 0 0

TURN ON TIMING CHANGE BY: REMARKS FILE

1500 EB/RW RGM MYL 2/17/09 VP 10/30/07 ALL RED FLASHDATE DATE VP/AS 11/18/10 Print Date By FILENAME E# OPERATION

09/27/84 08/03/99 Jun 13,'13 VPC ALA-262-0.820.xls E33V2 6ΦCOUNTY ROUTE PM CITY INTERSECTION PROGRAM

ALA 262 00.820 Fmt C8.4NOTE: To Initialize Controller: 1)Set Location & Feature Switches; 2) Clear RAM Location C-C-0 with STOP-TIME ON; 3) Enter Non-zero at C-C-1 to enter timing; 4)Enter 0 at C-C-1 to start

***SET REAL TIME CLOCK TO TELEPHONE TIME***

MOHAVE DR./MISSION BLVD. (Rte 262)

*SET 2I2U 2I2L 6J2U & 6J2L ON PULSE*16

5

4 MOHAVE DR

INTERVAL FLAG FUNCTION DISPLAY Ø1 Ø2 Ø3 Ø4 Ø5 Ø6 Ø7 Ø80 PERMITTED PHASES F 063 ON ON ON ON ON ON1 RED DETECTOR LOCK2 YELLOW DET. LOCK3 VEHICLE RECALL F 034 ON ON4 PEDESTRIAN RECALL5 PEDESTRIAN PHASES F 042 ON ON ON6 OVERLAP A7 OVERLAP B8 DOUBLE ENTRY F 034 ON ON9 MAX EXT. II F 005 ON ONA LAG PHASES VIEW FOR OBSERVATION ONLY (SET LAG PHASES AT C-F-0 TO C-F-9)

B RED RESTC NON ACTUATEDD MAXIMUM EXT. IIIE START UP YELLOWF FIRST PHASE GREEN F 034 ON ON

*SET 2I2U, 2I2L, 6J2U & 6J2L ON PULSE***MODEM REQUIRED** MSTR @ WARM SPRINGStraffic responsive not working - found mstr frozen w/ blank screen 11-13-12 VPC/ASJMSTR OPERATING WITH CHIP E#170 11-15-12 VPC/ASJ RG/EA:Changed Yellow time on PH 1,3,4,5 to 4 sec.5/24/2013

16

25

3

NMISSION BLVD

PROGRAM CHIP

C8.4 U21 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8

0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0

E F 025E F 02.0E F 001E F 000E F 000E F 001

OBSERVE ONLY C 00 2E C 001

2 6 2 6 COBSERVE ONLY d

EE

2 3 6 8 2 3 6 8 C 2 3 5 8 2 3 5 8 C C-E-1 LAG PHASE Gap-Out "PATTERN 1" 5 E C2 3 5 8 2 3 5 8 C C-E-2 LAG PHASE Gap-Out "PATTERN 2" 5 E C2 3 5 8 2 3 5 8 C C-E-3 LAG PHASE Gap-Out "PATTERN 3" 5 E C2 3 5 8 2 3 5 8 C C-E-4 LAG PHASE Gap-Out "PATTERN 4" 5 E C2 3 5 8 2 3 5 8 C C-E-5 LAG PHASE Gap-Out "PATTERN 5" 5 E C2 3 5 8 2 3 5 8 C C-E-6 LAG PHASE Gap-Out "PATTERN 6" 5 E C2 3 5 8 2 3 5 8 C C-E-7 LAG PHASE Gap-Out "PATTERN 7" 5 E C2 3 5 8 2 3 5 8 C C-E-8 LAG PHASE Gap-Out "PATTERN 8" 5 E C2 3 5 8 2 3 5 8 C C-E-9 LAG PHASE Gap-Out "PATTERN 9" 5 E C

DISPLAYLAMPS TIMINGNUMBER CHECKSUMCHIP NUMBER CHECKSUM PROGRAM

CODE FUNCTIONEPROM BOARD - 412C ENTER06/13/13

LOCATION (1=ON ) FEATURE (1=ON )

U1 E# 74 4C46 C8.4

SWITCH (0=OFF) SWITCH (0=OFF)

CODE FUNCTION ENTER DISPLAY LAMPS TIMING

F-0-F RED REVERT 20F-0-E MAXIMUM VARIABLE INITIAL 25

F-D-1 HOUR 0F-D-0 TBCSEL 1

F-D-8 OFFSET SEEKING FLAG 1F-D-2 MINUTE 0

034

C-0-0 LOCAL ADDRESS

D-0-9 FEATURE (Set by Feature Switch)

C-C-2 PC MASTER DOWNLOAD

000

1C-F-C COORDINATED FAZES

d10.0D-1-9 DELAY 4I7U 100D-1-D DELAY 3I9L 100 d10.0

C-F-0 LAG FAZES "FREE" 166

C-F-2 LAG FAZES "PATTERN 2" 150 005C-F-1 LAG FAZES "PATTERN 1" 150 005




00.820County

C-F-9 LAG FAZES "PATTERN 9"

ALARoute PM262

150 005

City LocationFmt MOHAVE DR./MISSION BLVD. (Rte 262)

PLAN 1 PLAN 4 PLAN 7 COORD MAX RECALLCODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAYC-1-0 CYC. LENG. 125 E C 125 C-4-0 CYC. LENG. 180 E C 180 C-7-0 CYC. LENG. 165 E C 165C-1-1 φ 1 SPLIT 15 E C 015 C-4-1 φ 1 SPLIT 31 E C 031 C-7-1 φ 1 SPLIT 29 E C 029 D-D-1 1 dC-1-2 φ 2 SPLIT E C C-4-2 φ 2 SPLIT E C C-7-2 φ 2 SPLIT E C D-D-2 2 d C-1-3 φ 3 SPLIT 16 E C 016 C-4-3 φ 3 SPLIT 17 E C 017 C-7-3 φ 3 SPLIT 26 E C 026 D-D-3 3 d C-1-4 φ 4 SPLIT 41 E C 041 C-4-4 φ 4 SPLIT 34 E C 034 C-7-4 φ 4 SPLIT 41 E C 041 D-D-4 4 d C-1-5 φ 5 SPLIT 15 E C 015 C-4-5 φ 5 SPLIT 20 E C 020 C-7-5 φ 5 SPLIT 22 E C 022 D-D-5 5 d C-1-6 φ 6 SPLIT E C C-4-6 φ 6 SPLIT E C C-7-6 φ 6 SPLIT E C D-D-6 6 d C-1-7 φ 7 SPLIT E C C-4-7 φ 7 SPLIT E C C-7-7 φ 7 SPLIT E C D-D-7 7 d C-1-8 φ 8 SPLIT E C C-4-8 φ 8 SPLIT E C C-7-8 φ 8 SPLIT E C D-D-8 8 d C-1-A OFFSET A 102 E C 102 C-4-A OFFSET A 156 E C 156 C-7-A OFFSET A 142 E C 142 D-D-9 9 d

C-1-B OFFSET B E C C-4-B OFFSET B E C C-7-B OFFSET B E CC-1-C OFFSET C E C C-4-C OFFSET C E C C-7-C OFFSET C E C

PLAN 2 PLAN 5 PLAN 8 COORD MIN RECALLCODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAYC-2-0 CYC. LENG. 165 E C 165 C-5-0 CYC. LENG. 135 E C 135 C-8-0 CYC. LENG. 150 E C 150C-2-1 φ 1 SPLIT 23 E C 023 C-5-1 φ 1 SPLIT 22 E C 022 C-8-1 φ 1 SPLIT 23 E C 023 D-E-1 1 dC-2-2 φ 2 SPLIT E C C-5-2 φ 2 SPLIT E C C-8-2 φ 2 SPLIT E C D-E-2 2 d C-2-3 φ 3 SPLIT 17 E C 017 C-5-3 φ 3 SPLIT 18 E C 018 C-8-3 φ 3 SPLIT 20 E C 020 D-E-3 3 d C-2-4 φ 4 SPLIT 34 E C 034 C-5-4 φ 4 SPLIT 16 E C 016 C-8-4 φ 4 SPLIT 41 E C 041 D-E-4 4 d C-2-5 φ 5 SPLIT 20 E C 020 C-5-5 φ 5 SPLIT 19 E C 019 C-8-5 φ 5 SPLIT 20 E C 020 D-E-5 5 d C-2-6 φ 6 SPLIT E C C-5-6 φ 6 SPLIT E C C-8-6 φ 6 SPLIT E C D-E-6 6 d C-2-7 φ 7 SPLIT E C C-5-7 φ 7 SPLIT E C C-8-7 φ 7 SPLIT E C D-E-7 7 d C-2-8 φ 8 SPLIT E C C-5-8 φ 8 SPLIT E C C-8-8 φ 8 SPLIT E C D-E-8 8 d C-2-A OFFSET A 161 E C 161 C-5-A OFFSET A 8 E C 008 C-8-A OFFSET A 128 E C 128 D-E-9 9 d


TIMINGDATA

CODE PLAN ENTER CALLLAMPS

TIMINGDATA

CODE PLAN ENTER CALL LAMPS


PLAN 3 PLAN 6 COORD PED RECALLCODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAY CODE FUNCTION ENTER DISPLAYC-3-0 CYC. LENG. 230 E C 230 C-6-0 CYC. LENG. 135 E C 135 C-9-0 CYC. LENG. 135 E C 135C-3-1 φ 1 SPLIT 31 E C 031 C-6-1 φ 1 SPLIT 24 E C 024 C-9-1 φ 1 SPLIT 18 E C 018 D-F-1 1 dC-3-2 φ 2 SPLIT E C C-6-2 φ 2 SPLIT E C C-9-2 φ 2 SPLIT E C D-F-2 2 d C-3-3 φ 3 SPLIT 17 E C 017 C-6-3 φ 3 SPLIT 21 E C 021 C-9-3 φ 3 SPLIT 19 E C 019 D-F-3 3 d C-3-4 φ 4 SPLIT 34 E C 034 C-6-4 φ 4 SPLIT 24 E C 024 C-9-4 φ 4 SPLIT 41 E C 041 D-F-4 4 d C-3-5 φ 5 SPLIT 20 E C 020 C-6-5 φ 5 SPLIT 8 E C 008 C-9-5 φ 5 SPLIT 16 E C 016 D-F-5 5 d C-3-6 φ 6 SPLIT E C C-6-6 φ 6 SPLIT E C C-9-6 φ 6 SPLIT E C D-F-6 6 d C-3-7 φ 7 SPLIT E C C-6-7 φ 7 SPLIT E C C-9-7 φ 7 SPLIT E C D-F-7 7 d C-3-8 φ 8 SPLIT E C C-6-8 φ 8 SPLIT E C C-9-8 φ 8 SPLIT E C D-F-8 8 d C-3-A OFFSET A 8 E C 008 C-6-A OFFSET A 40 E C 040 C-9-A OFFSET A 113 E C 113 D-F-9 9 d

C-3-B OFFSET B E C C-6-B OFFSET B E C C-9-B OFFSET B E CC-3-C OFFSET C E C C-6-C OFFSET C E C C-9-C OFFSET C E C

LocationPM00.820

CountyALA 262

RouteFmtCity

PLAN 9

06/13/13


TIMINGDATA

ENTER CALLLAMPS

CODE PLAN

DAY OF THE WEEK DAY OF THE WEEKON/OFF SET DISPLAY LIGHTS 1-7 SET DISPLAY LIGHTS 1-7

TIME LIGHT SUN MON TUE WED THUR FRI SAT DATE BY TIME SUN MON TUE WED THUR FRI SAT

0 1 2 3 4 5 6 7 1 2 3 4 5 6 70 0500 2 E ON X X X X X 0 0545 3 A E X X X X X1 2200 2 E OFF X X X X X X X 1 1100 2 A E X X X X X2 1000 2 E ON X X 2 2200 E E X X X X X X X3 E 3 E4 E 4 E5 E 5 E6 E 6 E7 E 7 E8 E 8 0800 2 A E X X9 E 9 EA E A EB E B EC E C ED E D EE E E EF E F E

"7" KEY ACTIVITY CODE1=TYPE OF SIMULTANEOUS PHASE TERMINATION

TIME OF DAY SELECTION FOR COORDINATED CONTROL PLANS

CONTROL CODE "9"

KEY STROKES 9 + EVENT # + HOUR + MIN + Control Plan + Offset + "E" + DOW LTSTIME OF DAY ACTIVITY TABLE

CONTROL CODE "7"

KEY STROKES 7 + EVENT # + HOUR + MIN + ACT CODE + "E" + ON/OFF + DOW LTS

ACT

IVIT

YCO

DE

EVEN

T #

CON

TRO

LPL

AN

OFF

SET

DEP

RESS

"E"

EVEN

T #

DEP

RESS

"E"

06/13/131=TYPE OF SIMULTANEOUS PHASE TERMINATION2=MAX 2 FAZES3=MAX 3 FAZES4=CONDITIONAL SERVICE (1ST SELECT) FAZES SET AT E-F-05=CONDITIONAL SERVICE (2ND SELECT) FAZES SET AT E-F-16=ENERGIZE AUX 6 RED7=ENERGIZE AUX 6 GREEN 8=ENERGIZE AUX 6 YELLOW 9=CONSTANT CALL ON FAZES SET AT D-F-AA=TRAFFIC ACTUATED MAX 2 OPERATIONB=CONSTANT CALL ON FAZES SET AT D-F-BC=YELLOW YIELD COORDINATIOND=YELLOW YIELD COORDINATIONE=COORD FREE IF F-D-4 = 0F=FLASHING OPERATION

ALACounty

Fmt MOHAVE DR./MISSION BLVD. (Rte 262)City LocationRoute

00.820PM

262

INPUT FILE - 332 CABINET TB0-5 TB0-66/13/2013

1 2 3 4 5 6 7 8 9 10 11 12 13 141I1U 2I2U 2I3U 2I4U 3I5U 4I6U 4I7U 4I8U 1I9U DC ISO MANUAL 2-PPB 6-PPB FLASH

EX,CT EX,CT EX,CT CL,T3 EX,CT EX,CT EX,CT CL,T3 EX,CT SENSE1I10U 2I11U 2I13U 2I15U 3I16U 4I17U 4I19U 4I1BU 1I1CU 2I1E 6I2E

TB2 1,2 TB2 5,6 TB2 9,10 TB4 1,2 TB4 5,6 TB4 9,10 TB6 1,2 TB6 5,6 TB6 9,10 TB8 1,3 TB8 4,6 TB8 7,9 TB8 10,12F-C1/56 F-C1/39 F-C1/63 F-C1/47 F-C1/58 F-C1/41 F-C1/65 F-C1/49 F-C1/60 F F-C1/80 F-C1-67 F-C1/68 F-C1/81

D D D D D D D D D D D D D DE E E E E E E E E E E E E E

1I1L 2I2L 2I3L 2I4L 3I5L 4I6L 4I7L 4I8L 3I9L SPARE 1 4-PPB 8-PPB STOPEX,CT EX,CT EX CL,T3 EX,CT EX,CT EX CL,T3 EX,CT TIME1I10L 2I12L 2I14L 2I15L 3I16L 4I18L 4I1AL 4I1BL 3I1DL 4I1F 8I2F

TB2 3,4 TB2 7,8 TB2 11,12 TB4 3,4 TB4 7,8 TB4 11,12 TB6 3,4 TB6 7,8 TB6 11,12 TB8 2,3 TB8 5,6 TB8 8,9 TB8 11,12W-C1/56 W-C1/43 W-C1/76 W-C1/47 W-C1/58 W-C1/45 W-C1/78 W-C1/49 W-C1/62 W W-C1/53 W-C1/69 W-C1/70 W-C1/82

J J J J J J J J J J J J J JK K K K K K K K K K K K K K

5J1U 6J2U 6J3U 6J4U 7J5U 8J6U 8J7U 8J8U 5J9U SPARE 2 EVA EVB RR1EX,CT EX,CT EX,CT CL,T3 EX,CT EX,CT EX,CT CL,T3 EX,CT PREMT PREMT PREMT5J20U 6J21U 6J23U 6J25U 7J26U 8J27U 8J29U 8J2BU 5J2CU Ø2 & Ø5 Ø4 & Ø7 φ2 & φ5

TB3 1,2 TB3 5,6 TB3 9,10 TB5 1,2 TB5 5,6 TB5 9,10 TB7 1,2 TB7 5,6 TB7 9,10 TB9 1,3 TB9 4,2,6 TB9 7,3,9 TB9 10,12F-C1/55 F-C1/40 F-C1/64 F-C1/48 F-C1/57 F-C1/42 F-C1/66 F-C1/50 F-C1/59 F F-C1/54 D-Yellow D-Yellow F-C1/51

D D D D D D D D D D D E-Orange E-Orange DE E E E E E E E E E E K-Blu+Shl K-Blu+Shl E

5J1L 6J2L 6J3L 6J4L 7J5L 8J6L 8J7L 8J8L 7J9L SPARE 3 EVC EVD RR2 EX CT EX CT EX CL T3 EX CT EX CT EX CL T3 EX CT PREMT PREMT PREMTEX,CT EX,CT EX CL,T3 EX,CT EX,CT EX CL,T3 EX,CT PREMT PREMT PREMT5J20L 6J22L 6J24L 6J25L 7J26L 8J28L 8J2AL 8J2BL 7J2DL Ø6 & Ø1 Ø8 & Ø3 φ4 & φ7

TB3 3,4 TB3 7,8 TB3 11,12 TB5 3,4 TB5 7,8 TB5 11,12 TB7 3,4 TB7 7,8 TB7 11,12 TB9 2,3 TB9 5,2,6 TB9 8,3,9 TB9 11,12W-C1/55 W-C1/44 W-C1/77 W-C1/48 W-C1/57 W-C1/46 W-C1/79 W-C1/50 W-C1/61 W W-C1/75 J-Yellow J-Yellow W-C1/52

J J J J J J J J J J J E-Orange E-Orange JK K K K K K K K K K K K-Blu+Shl K-Blu+Shl K

OUTPUT FILE DC GND AUXILIARY

Ø1 Ø2 Ø2P Ø3 Ø4 Ø4P A1(OL'C) A2(OL'D) A3 A4(OL'A) A5(OL'B) A6R-125 C1/16 R-128 C1/12 R-113 C1/10 R-116 C1/7 R-101 C1/4 R-104 C1/2 R-A121 C1/97 R-A124 C1/94 R-A111 C1/91 R-A114 C1/88 R-A101 C1/85 R-A104 C1/84Y-126 C1/17 Y-129 C1/13 Y-114 C1/35 Y-117 C1/8 Y-102 C1/5 Y-105 C1/37 Y-A122 C1/98 Y-A125 C1/95 Y-A112 C1/101 Y-A115 C1/89 Y-A102 C1/86 Y-A105 C1/100

G-127 C1/18 G-130 C1/15 G-115 C1/11 G-118 C1/9 G-103 C1/6 G-106 C1/3 G-A123 C1/99 G-A126 C1/96 G-A113 C1/93 G-A116 C1/90 G-A103 C1/87 G-A106 C1/83

Ø5 Ø6 Ø6P Ø7 Ø8 Ø8PR-131 C1/32 R-134 C1/29 R-119 C1/27 R-122 C1/24 R-107 C1/21 R-110 C1/19Y-132 C1/33 Y-135 C1/30 Y-120 C1/36 Y-123 C1/25 Y-108 C1/22 Y-111 C1/38G-133 C1/34 G-136 C1/31 G-121 C1/28 G-124 C1/26 G-109 C1/23 G-112 C1/20

ALA 262 00.820County Route PM

FmtCity

MOHAVE DR./MISSION BLVD. (Rte 262)Location

DIODE CARD

1 9 Ø1 Y Ø1 G J2 1 Ø2 G Ø2 Y A3 12 Ø3 Y Ø3 G M4 4 Ø4 G Ø4 Y D5 7 Ø5 G Ø5 Y H6 3 Ø6 Y Ø6 G B7 10 Ø7 G Ø7 Y L8 6 Ø8 Y Ø8 G E

9G 13 Ø2P Y9Y 16 Ø4P Y

10G Ø6P Y R10Y Ø8P Y U11G N/U S11Y 15 N/U12G N/U V12Y 18 N/U13G 2 Ø2P G13Y 8 N/U14G 5 Ø4P G

LOAD SWITCHASSIGNMENT

06/13/13

PIN

CH

AN

NE

L

PIN

2

3

4

5

6

7

8

9

10

11

12

13

1

1

1

1

1

1

1

1

1

1

1

1

3

4

5

6

7

8

9

10

11

12

13

14

2

2

2

2

2

2

2

2

2

2

2

2

4

5

6

7

8

9

10

11

12

13

14

15

5

6

7

8

9

10

11

12

13

14

15

16

6

7

8

9

10

11

12

13

14

15

16

16

7

8

9

10

11

12

13

14

15

16

16

15

8

9

10

11

12

13

14

15

16

16

15

14

3

3

3

3

3

3

3

3

3

3

3

3

4

4

4

4

4

4

4

4

4

4

4

4

5

5

5

5

5

5

5

5

5

5

5

12

6

6

6

6

6

6

6

6

6

6

11

11

7

7

7

7

7

7

7

7

7

10

10

10

8

8

8

8

8

8

8

8

9

9

9

9 13

9

10

11

12

13

14

15

16

16

15

14

14G 5 Ø4P G14Y 11 N/U15G Ø6P G C15Y N/U K16G Ø8P G F16Y N/U N

ALA 262 00.820County Route PM City

MOHAVE DR./MISSION BLVD. (Rte 262)Location

Fmt

13

14

15

16

1

1

1

1

14

15

16

16

2

2

2

15

15

16

16

15

16

16

15

14 13

16

15

14 13

15

14

12

13

14

12

11

3

3

14

14

4

13

13

13

12

12

12

12

11

11

11

11

10

10

10

10

9

9

9

9

13

12

11

10

123456781516 1314 1112 910

FIELD INPUT/OUTPUT TERMINALS

TB-2 loops TB-3 loops TB-8 peds1 & 2 1I1U 1 & 2 5J1U 1 MANUAL3 & 4 1I1L 3 & 4 5J1L 2 SPARE 15 & 6 2I2U 5 & 6 6J2U 3 COM7 & 8 2I2L 7 & 8 6J2L 4 2-PPB9 & 10 2I3U 9 & 10 6J3U 5 4-PPB11 & 12 2I3L 11 & 12 6J3L 6 2-PPB 4-PPB COM

7 6-PPB8 8-PPB

TB-4 loops TB-5 loops 9 6-PPB 8-PPB COM1 & 2 2I4U 1 & 2 6J4U3 & 4 2I4L 3 & 4 6J4L5 & 6 3I5U 5 & 6 7J5U TB-9 emergency pre-emp.7 & 8 3I5L 7 & 8 7J5L 1-SP2 9 & 10 4I6U 9 & 10 8J6U ** SP3 2-EV A & C PWR. ORN Wires to EV A & C

11 & 12 4I6L 11 & 12 8J6L ** COM 3-EV B & D Pwr. ORN Wires to EV B & D

4-EVA Actuation YEL Wire to EV A5-EVC Actuation YEL Wire to EV C

TB-6 loops TB-7 loops 6-EV A & C COM Blu+shields to EV A & C

1 & 2 4I7U 1 & 2 8J7U 7-EVB Actuation YEL Wire to EV B3 & 4 4I7L 3 & 4 8J7L 8-EVD Actuation YEL Wire to EV D5 & 6 4I8U 5 & 6 8J8U 9-EV B & D COM Blu+shields to EV B & D

7 & 8 4I8L 7 & 8 8J8L 10-RR19 & 10 1I9U 9 & 10 5J9U 11-RR211 & 12 3I9L 11 & 12 7J9L 12-COM

**J11-J to J12-E / J11-K to J13-E for opto probe pwr.

101 Ø4 - RED 113 Ø2P - DON'T WALK 125 Ø1 - RED102 Ø4 - YELLOW 114 - GREEN 126 Ø1 - YELLOW103 Ø4 - GREEN 115 Ø2P - WALK 127 Ø1 - GREEN

FIELD OUTPUT TERMINALS

06/13/13FIELD INPUT TERMINALS

OL'ATB

&

&

103 Ø4 GREEN 115 Ø2P WALK 127 Ø1 GREEN104 Ø4P - DON'T WALK 116 Ø3 - RED 128 Ø2 - RED105 - YELLOW 117 Ø3 - YELLOW 129 Ø2 - YELLOW106 Ø4P - WALK 118 Ø3 - GREEN 130 Ø2 - GREEN107 Ø8 - RED 119 Ø6P - DON'T WALK 131 Ø5 - RED108 Ø8 - YELLOW 120 - GREEN 132 Ø5 - YELLOW109 Ø8 - GREEN 121 Ø6P - WALK 133 Ø5 - GREEN110 Ø8P - DON'T WALK 122 Ø7 - RED 134 Ø6 - RED111 - YELLOW 123 Ø7 - YELLOW 135 Ø6 - YELLOW112 Ø8P - WALK 124 Ø7 - GREEN 136 Ø6 - GREEN

A101 - RED A111 - RED A121 - REDA102 - YELLOW A112 - YELLOW A122 - YELLOWA103 - GREEN A113 - GREEN A123 - GREENA104 - RED A114 - RED A124 - REDA105 - YELLOW A115 - YELLOW A125 - YELLOWA106 - GREEN A116 - GREEN A126 - GREEN

262Route

ALACounty

AUX. FIELD OUTPUT TERMINALS

A6A6A6

A4(OL'A)A4(OL'A)


A3A3

A5(OL'B)A5(OL'B)A5(OL'B)

OL'B

A3

00.820PM

FmtCity Location

A2(OL'D)A2(OL'D)

A4(OL'A) A2(OL'D)

A1(OL'C)A1(OL'C)A1(OL'C)

OL'A

OL'B

TB8

TB8

TB8

Appendix C

Collision Summary

Collision Summary Report

City of Fremont

3/8/16

From 1/1/2004 to 12/31/2006

Total Collisions: 7

Injury Collisions: 4

Fatal Collisions: 0

MISSION BLVD & MOHAVE DR Page 1 of 2

1503300 7/3/2004 21:54 Saturday

Broadside Other Motor Vehicle

MISSION BLVD & MOHAVE DR

Traffic Signals and Signs

0' Direction: Not State

Property Damage Only # Inj: 0 # Killed: 021453A Hit & Run: No

Dark - Street Light Clear Pty at Fault:1

Party 1 Driver NorthVeh Type: Not Stated Sobriety: HNBD

Stopped in RoadAssoc Factor: Not Stated

Male Age: 40Air Bag Not Deployed Not Stated

Party 2 Driver EastVeh Type: Not Stated Sobriety: HNBD

Making Left TurnAssoc Factor: Not Stated

Male Age: 34Air Bag Deployed Not Stated

1627624 9/14/2004 08:20 Tuesday

Rear-End Other Motor Vehicle


Unsafe Speed

25' Direction: North

Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No

Daylight Clear Pty at Fault:1

Party 1 Driver WestVeh Type: Passenger Car Sobriety: Impairment Not Kno

Proceeding StraightAssoc Factor: Not Stated

Not State Age: Not Stated Cell Phone Not In Use

Party 2 Driver WestVeh Type: Passenger Car Sobriety: HNBD


Female Age: 40Lap/Shoulder Harness Used No Cell Phone/Unknown

1825055 1/11/2005 11:57 Tuesday



Driving Under Influence


Other Visible Injury # Inj: 1 # Killed: 023152A Hit & Run: Misde

Daylight Cloudy Pty at Fault:1

Party 1 Driver NorthVeh Type: Passenger Car Sobriety: HBD Under Influenc

Making Right TurnAssoc Factor: Not Stated





2524373 3/9/2006 12:10 Thursday



Unsafe Speed

11' Direction: East

Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: Misde


Party 1 Driver WestVeh Type: Passenger Car Sobriety: HBD Impairment Un


Male Age: 57Not Stated Not Stated

Party 2 Driver WestVeh Type: Not Stated Sobriety: HNBD



2847598 8/25/2006 12:00 Friday



Other


Complaint of Pain # Inj: 1 # Killed: 0Hit & Run: No


Party 1 Driver WestVeh Type: Truck Sobriety: HNBD





Female Age: 57Air Bag Not Deployed Not Stated

MISSION BLVD & MOHAVE DR Page 2 of 2

2795185 8/30/2006 12:30 Wednesday



Unsafe Speed


Other Visible Injury # Inj: 2 # Killed: 022350 Hit & Run: No


Party 1 Driver EastVeh Type: Pickup Truck Sobriety: HNBD



Party 2 Driver EastVeh Type: Passenger Car Sobriety: HNBD

Changing LanesAssoc Factor: Stop and Go Traffi


2893524 11/14/2006 15:55 Tuesday



Unsafe Speed

20' Direction: West

Complaint of Pain # Inj: 3 # Killed: 022350 Hit & Run: No



Slowing/StoppingAssoc Factor: Not Stated


Party 2 Driver NorthVeh Type: Passenger Car Sobriety: HNBD



Settings for Query:

Street: MISSION BLVD

Cross Street: MOHAVE DR

Intersection Related: True

Sorted By: Date and Time


City of Fremont

3/8/16

From 1/1/2004 to 12/31/2006

Total Collisions: 22


Fatal Collisions: 0

MISSION BLVD & WARM SPRINGS BLVD Page 1 of 4

1220468 1/9/2004 09:49 Friday


WARM SPRINGS BLVD & MISSION BLVD

Unsafe Speed

150' Direction: South





Female Age: 32Lap/Shoulder Harness Used Not Stated



Male Age: 59Lap/Shoulder Harness Used Not Stated

1264821 2/5/2004 07:35 Thursday

Sideswipe Other Motor Vehicle

MISSION BLVD & WARM SPRINGS BLVD

Unsafe Lane Change

15' Direction: West

Property Damage Only # Inj: 0 # Killed: 021658A Hit & Run: Misde


Party 1 Driver EastVeh Type: Motorcycle Sobriety: Impairment Not Kno

Passing Other VehicleAssoc Factor: Not Stated

Not State Age: Not Stated Not Stated



Male Age: 29Lap/Shoulder Harness Used Cell Phone Not In Use

1292756 2/22/2004 03:14 Sunday

Hit Object Fixed Object





Dark - Street Light Raining Pty at Fault:1

Party 1 Driver EastVeh Type: Not Stated Sobriety: HBD Under Influenc

Proceeding StraightAssoc Factor: Violation

Female Age: 25Air Bag Deployed Not Stated

1388250 4/26/2004 13:05 Monday



Unsafe Speed

10' Direction: West



Party 1 Driver Not StateVeh Type: Passenger Car Sobriety: HNBD


Female Age: 51Lap/Shoulder Harness Used School Bus Related



Female Age: 45Lap/Shoulder Harness Used School Bus Related

1463260 6/10/2004 16:53 Thursday



Unsafe Speed

28' Direction: East





Male Age: 23Lap/Shoulder Harness Used Cell Phone In Use



Female Age: 38Lap/Shoulder Harness Used Cell Phone In Use





1579501 7/22/2004 12:50 Thursday



Unsafe Starting or Backing










1536093 7/23/2004 15:10 Friday



Auto R/W Violation


Property Damage Only # Inj: 0 # Killed: 021453C Hit & Run: No

Daylight Clear Pty at Fault:




Party 2 Driver EastVeh Type: Not Stated Sobriety: HNBD



1641272 9/25/2004 07:18 Saturday

Broadside Bicycle


Unknown


Complaint of Pain # Inj: 1 # Killed: 0Hit & Run: No


Party 1 Bicyclist NorthVeh Type: Bicycle Sobriety: HNBD






1686581 10/23/2004 15:00 Saturday



Following Too Closely










1878536 2/12/2005 00:27 Saturday

Head-On Other Motor Vehicle






Party 1 Driver EastVeh Type: Passenger Car Sobriety: HBD Under Influenc






1878554 2/14/2005 16:20 Monday



Unsafe Speed



Daylight Raining Pty at Fault:1








2218611 9/9/2005 11:45 Friday



Unsafe Lane Change

2' Direction: South

Complaint of Pain # Inj: 1 # Killed: 021658A Hit & Run: No

Daylight Cloudy Pty at Fault:

Party 1 Driver SouthVeh Type: Passenger Car Sobriety: HNBD






2233354 9/16/2005 11:40 Friday

Sideswipe Motor Vehicle on Othe


Improper Turning

46' Direction: East




Changing LanesAssoc Factor: Not Stated





2237692 9/24/2005 10:59 Saturday



Unknown


Other Visible Injury # Inj: 3 # Killed: 0Hit & Run: No








2304372 10/22/2005 12:47 Saturday



Unsafe Speed

78' Direction: West

Complaint of Pain # Inj: 1 # Killed: 022350 Hit & Run: Misde


Party 1 Driver EastVeh Type: Passenger Car Sobriety: Impairment Not Kno









2326149 10/24/2005 04:57 Monday

Head-On Fixed Object


Wrong Side of Road

4' Direction: East



Party 1 Driver SouthVeh Type: Passenger Car Sobriety: Not Applicable



2421786 11/18/2005 22:30 Friday

Other Other Motor Vehicle






Party 1 Driver NorthVeh Type: Passenger Car Sobriety: Impairment Not Kno



Party 2 Driver NorthVeh Type: Pickup Truck Sobriety: Impairment Not Kno

BackingAssoc Factor: Not Stated



2411873 11/22/2005 16:42 Tuesday



Unsafe Speed






Male Age: 17Not Required Not Stated




2561605 3/6/2006 09:40 Monday



Unsafe Speed




Party 1 Driver EastVeh Type: Other Bus Sobriety: HNBD






2782732 8/11/2006 21:41 Friday








BackingAssoc Factor: Not Stated





2916331 11/28/2006 06:30 Tuesday



Unsafe Speed

40' Direction: East

Complaint of Pain # Inj: 1 # Killed: 022350 Hit & Run: Felony

Dusk - Dawn Clear Pty at Fault:1

Party 1 Driver WestVeh Type: Passenger Car Sobriety: Impairment Not Kno


Male Age: Not Stated Not Stated




2938315 12/1/2006 14:53 Friday



Other Hazardous Movement

3' Direction: West






Party 2 Driver WestVeh Type: Truck with Trailer Sobriety: HNBD



Settings for Query:

Street: MISSION BLVD

Cross Street: WARM SPRINGS BLVD




City of Fremont

3/8/16

From 1/1/2004 to 12/31/2006

Total Collisions: 14


Fatal Collisions: 0

AUTO MALL PKWY & OSGOOD RD Page 1 of 3

1248395 1/28/2004 16:48 Wednesday


AUTO MALL PKWY & OSGOOD RD

Unsafe Speed









Male Age: 31Lap/Shoulder Harness Used Cell Phone Not In Use

1303054 2/22/2004 14:35 Sunday



Following Too Closely









Female Age: 36Lap/Shoulder Harness Used Cell Phone In Use

1633037 6/22/2004 16:45 Tuesday



Unsafe Speed

34' Direction: East









1673849 10/7/2004 06:51 Thursday









Female Age: 27Air Bag Deployed No Cell Phone/Unknown








1720610 11/4/2004 20:00 Thursday



Pedestrian Violation


Complaint of Pain # Inj: 1 # Killed: 021451C Hit & Run: No


Party 1 Driver SouthVeh Type: Not Stated Sobriety: HNBD





Male Age: 39Not Required Not Stated

1812255 1/3/2005 08:45 Monday



Unsafe Speed

25' Direction: East









2218584 7/6/2005 16:15 Wednesday



Auto R/W Violation

10' Direction: East



Party 1 Driver NorthVeh Type: Passenger Car Sobriety: Impairment Not Kno






2136773 7/23/2005 10:15 Saturday



















2421774 1/2/2006 11:58 Monday



Unsafe Lane Change



Daylight Raining Pty at Fault:1








2487452 2/7/2006 16:35 Tuesday



Unsafe Speed

50' Direction: East



Party 1 Driver WestVeh Type: Motorcycle Sobriety: HNBD






2644968 5/25/2006 13:30 Thursday


OSGOOD RD & AUTO MALL PKWY

Auto R/W Violation










2736677 7/25/2006 13:40 Tuesday


OSGOOD RD & AUTO MALL PKWY

Improper Turning




Party 1 Driver NorthVeh Type: Not Stated Sobriety: Impairment Not Kno



2893548 11/7/2006 11:30 Tuesday

Head-On Other Motor Vehicle












2938320 12/1/2006 15:00 Friday



Unsafe Speed

35' Direction: East

Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: Misde


Party 1 Driver EastVeh Type: Pickup Truck Sobriety: HBD Impairment Un






Party 3 Driver EastVeh Type: Pickup Truck Sobriety: HBD Impairment Un



Settings for Query:

Street: AUTO MALL PKWY

Cross Street: OSGOOD RD




City of Fremont

3/8/16

From 1/1/2004 to 12/31/2006

Total Collisions: 9


Fatal Collisions: 0

MOWRY AVE & ARGONAUT WAY Page 1 of 2

1921957 3/14/2005 14:55 Monday


MOWRY AVE & ARGONAUT WAY











1941942 3/14/2005 16:26 Monday

Rear-End Pedestrian


Wrong Side of Road




Party 1 Bicyclist NorthVeh Type: Bicycle Sobriety: HNBD



Party 2 Pedestrian NorthVeh Type: Pedestrian Sobriety: HNBD


Female Age: 36Not Stated Not Stated

1930161 3/16/2005 23:04 Wednesday



Unknown


Property Damage Only # Inj: 0 # Killed: 0Hit & Run: No

Dark - Street Light Clear Pty at Fault:







2074850 6/1/2005 23:30 Wednesday



Unsafe Lane Change




Party 1 Driver WestVeh Type: Pickup Truck Sobriety: Impairment Not Kno






2185095 8/18/2005 14:23 Thursday





Other Visible Injury # Inj: 1 # Killed: 021453A Hit & Run: No








MOWRY AVE & ARGONAUT WAY Page 2 of 2

2326067 10/7/2005 01:50 Friday



Unsafe Lane Change

10' Direction: West

Other Visible Injury # Inj: 1 # Killed: 021658A Hit & Run: No





2326102 11/5/2005 03:32 Saturday




39' Direction: East



Party 1 Driver SouthVeh Type: Pickup Truck Sobriety: HBD Under Influenc

Ran Off RoadAssoc Factor: Not Stated


2546830 3/13/2006 23:00 Monday



Unsafe Speed



Dark - Street Light Raining Pty at Fault:1










2644999 5/20/2006 17:20 Saturday



Unsafe Speed

105' Direction: West


















Settings for Query:

Street: MOWRY AVE

Cross Street: ARGONAUT WAY



Appendix D

Citation Summary

memo - home - fighting red light camera tickets and r boule appr mph inter the i with inter sout...

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