OTO - Standard Signal Timing Tables 2 2/ped 3 4 4/ped 5 6 6/ped 7 8 8/ped wb lt eb eb nb lt sb sb eb lt wb wb sb lt nb nb ext. plan no. prop. plan no. 1/1/1 1/1/1 15 765 2 16 42 1

Local Controller DataSAMPLE ROAD PROJECT

YES

RING 1 - RING 2 -

START IN:

5

FIRST PHASE(S):

COLOR DISPLAYED:

1 2 3 4 5 6 7 8

WB LT EB NB LT SB EB LT WB SB LT NB

(SEC.) 7 20 7 10 7 20 7 10

ADDED INITIAL - - - - - - - -

(SEC.) - - - - - - - -

(SEC.) 3 3 3 3 3 3 3 3

*(SEC.) - - - - - - - -

*(SEC.) - - - - - - - -

*(SEC.) - - - - - - - -

(SEC.) 15 60 15 40 15 60 20 40

(SEC.) 15 60 15 40 15 60 20 40

(SEC.) 4 5 4 5 4 5 4 5

(SEC.) 3 2 3 2 3 2 3 2

(SEC.) - 7 - 7 - 7 - 7

(SEC.) - 15 - 20 - 15 - 20

MAXIMUM (ON/OFF) OFF OFF OFF OFF OFF OFF OFF OFF

MINIMUM (ON/OFF) OFF ON OFF OFF OFF ON OFF OFF

PEDESTRIAN (ON/OFF) OFF OFF OFF OFF OFF OFF OFF OFF

MEMORY (ON/OFF) OFF OFF OFF OFF OFF OFF OFF OFF

MANUAL PATTERN AUTO

SYSTEM SOURCE SYS

SPLITS IN SECONDS

TRANSITION SMOOTH

DWELL/ADD TIME 0

OFFSET REFERNECE YELLOW

PED RECALL NO

LOCAL ZERO OVERRIDE NO

RE-SYNC COUNT 0

ECPI COORD YES

SYSTEM FORMAT STD

OFFSET IN SECONDS

MAX SELECT MAXINH

FORCE OFF FLOAT

USE PED TIME YES

PED RESERVICE NO

FO ADD INI GRN NO

MULTISYNC NO

Note: Any deviation from the standard econolite/siemens coord settings above will require OTO approval

SAMPLE ROAD PROJECT

Proposed Local Controller Data

YIELD PERIOD

MANUAL CONTROL: DIAL

SIEMENS COORD SETTINGS

OPERATION

MODE (NORMAL)

MAXIMUM

CORRECTION

MANUAL CONTROL: SPLIT

MANUAL CONTROL: OFFSET

1 - AUTO

0 - PERMISSIVE

-

-

1

1

0 - INHIBIT

2 - SHORT WAY

1 - END GREEN

1

OFFSET MODE

FORCE MODE

MAX DWELL TIME

0 - PLAN

ECONOLITE COORD SETTINGS

-

D

3 7 -

A B C

YELLOW CHANGE

ALL RED CLEARANCE

*VOLUME DENSITY CONTROLS

RECALL

PEDESTRIAN CLEARANCE

*(SEC./ACTUATION)

WALK

MINIMUM GREEN (INITIAL)

OVERLAP

MAXIMUM GREEN II

2&6, 4&8

INTERSECTION:

MAINTAINING AGENCY:

Sample Rd. @ Main St.

ODOT

DUAL ENTRY:

REST IN RED:

PHASES

MAXIMUM GREEN I

PHASES:

YELLOW/RED FLASH

TIME FOR FLASH OR ALL RED:

2&6

GREEN

INTERVAL OR FEATURE

INTERSECTION MOVEMENT (PHASE)

DIRECTION

START UP

MAXIMUM INITIAL

PASSAGE TIME (PRESET GAP)

TIME BEFORE REDUCTION

MINIMUM GAP

TIME TO REDUCE

CONTROLLER MOVEMENT NO.

1 OF 10

SAMPLE

Local Controller DataSAMPLE ROAD PROJECT

YES

RING 1 - RING 2 -

START IN:

5

FIRST PHASE(S):

COLOR DISPLAYED:

1 2 3 4 5 6 7 8

- EB - SB - WB - NB

(SEC.) - 20 - 10 - 20 - 10


(SEC.) - - - - - - - -

(SEC.) - 3 - 3 - 3 - 3

*(SEC.) - - - - - - - -

*(SEC.) - - - - - - - -

*(SEC.) - - - - - - - -

(SEC.) - 60 - 40 - 60 - 40

(SEC.) - 60 - 40 - 60 - 40

(SEC.) - 5 - 5 - 5 - 5

(SEC.) - 2 - 2 - 2 - 2

(SEC.) - - - - - - - -

(SEC.) - - - - - - - -

MAXIMUM (ON/OFF) - OFF - OFF - OFF - OFF

MINIMUM (ON/OFF) - ON - OFF - ON - OFF

PEDESTRIAN (ON/OFF) - OFF - OFF - OFF - OFF

MEMORY (ON/OFF) - OFF - OFF - OFF - OFF

MANUAL PATTERN AUTO

SYSTEM SOURCE SYS

SPLITS IN SECONDS

TRANSITION SMOOTH

DWELL/ADD TIME 0


PED RECALL NO


RE-SYNC COUNT 0

ECPI COORD YES

SYSTEM FORMAT STD

OFFSET IN SECONDS

MAX SELECT MAXINH

FORCE OFF FLOAT

USE PED TIME YES

PED RESERVICE NO

FO ADD INI GRN NO

MULTISYNC NO


MANUAL CONTROL: SPLIT 1

MANUAL CONTROL: OFFSET 1

MAX DWELL TIME -

YIELD PERIOD -

MANUAL CONTROL: DIAL 1

CORRECTION 2 - SHORT WAY

OFFSET MODE 1 - END GREEN

FORCE MODE 0 - PLAN

OPERATION 1 - AUTO

MODE (NORMAL) 0 - PERMISSIVE

MAXIMUM 0 - INHIBIT

WALK


RECALL


ECONOLITE COORD SETTINGS SIEMENS COORD SETTINGS

TIME TO REDUCE

MAXIMUM GREEN I

MAXIMUM GREEN II

YELLOW CHANGE

ALL RED CLEARANCE

*(SEC./ACTUATION)

MAXIMUM INITIAL



MINIMUM GAP

INTERVAL OR FEATURE CONTROLLER MOVEMENT NO.


DIRECTION


DTIME FOR FLASH OR ALL RED:

2&6

PHASES - - - -GREEN

YELLOW/RED FLASHOVERLAP A B C

START UPDUAL ENTRY: PHASES: 2&6, 4&8

REST IN RED:

SAMPLE ROAD PROJECT


INTERSECTION: SAMPLE RD @ SECOND ST

MAINTAINING AGENCY: ODOT

2 OF 10

SAMPLE

Local Controller Data (2)SAMPLE ROAD PROJECT

YES

RING 1 - RING 2 -

START IN:

5

FIRST PHASE(S):

COLOR DISPLAYED:

1 2 3 4 5 6 7 8

- EB - SB - WB - NB

(SEC.) - 20 - 10 - 20 - 10


(SEC.) - - - - - - - -

(SEC.) - 3 - 3 - 3 - 3

*(SEC.) - - - - - - - -

*(SEC.) - - - - - - - -

*(SEC.) - - - - - - - -

(SEC.) - 60 - 35 - 60 - 35

(SEC.) - 60 - 35 - 60 - 35

(SEC.) - 5 - 5 - 5 - 5

(SEC.) - 2 - 2 - 2 - 2

(SEC.) - - - - - - - -

(SEC.) - - - - - - - -





MANUAL PATTERN AUTO

SYSTEM SOURCE SYS

SPLITS IN SECONDS

TRANSITION SMOOTH

DWELL/ADD TIME 0


PED RECALL NO


RE-SYNC COUNT 0

ECPI COORD YES

SYSTEM FORMAT STD

OFFSET IN SECONDS

MAX SELECT MAXINH

FORCE OFF FLOAT

USE PED TIME YES

PED RESERVICE NO

FO ADD INI GRN NO

MULTISYNC NO





FORCE MODE 0 - PLAN

MAX DWELL TIME -

YIELD PERIOD -

MAXIMUM 0 - INHIBIT





OPERATION 1 - AUTO


MAXIMUM GREEN II

YELLOW CHANGE

ALL RED CLEARANCE

WALK


RECALL

MAXIMUM INITIAL



MINIMUM GAP

TIME TO REDUCE

MAXIMUM GREEN I



DIRECTION


*(SEC./ACTUATION)

YELLOW/RED FLASHOVERLAP A B C D

TIME FOR FLASH OR ALL RED:

2&6

PHASES - - - -GREEN

SAMPLE ROAD PROJECT


INTERSECTION: SAMPLE RD @ THIRD ST



REST IN RED:

3 OF 10

SAMPLE

Local Controller Data (2)SAMPLE ROAD PROJECT

YES

RING 1 - RING 2 -

START IN:

5

FIRST PHASE(S):

COLOR DISPLAYED:

1 2 3 4 5 6 7 8

- EB - SB - WB - NB

(SEC.) - 20 - 10 - 20 - 10


(SEC.) - - - - - - - -

(SEC.) - 3 - 3 - 3 - 3

*(SEC.) - - - - - - - -

*(SEC.) - - - - - - - -

*(SEC.) - - - - - - - -

(SEC.) - 60 - 40 - 60 - 40

(SEC.) - 60 - 40 - 60 - 40

(SEC.) - 5 - 5 - 5 - 5

(SEC.) - 2 - 2 - 2 - 2

(SEC.) - - - - - - - -

(SEC.) - - - - - - - -





MANUAL PATTERN AUTO

SYSTEM SOURCE SYS

SPLITS IN SECONDS

TRANSITION SMOOTH

DWELL/ADD TIME 0


PED RECALL NO


RE-SYNC COUNT 0

ECPI COORD YES

SYSTEM FORMAT STD

OFFSET IN SECONDS

MAX SELECT MAXINH

FORCE OFF FLOAT

USE PED TIME YES

PED RESERVICE NO

FO ADD INI GRN NO

MULTISYNC NO





FORCE MODE 0 - PLAN

MAX DWELL TIME -

YIELD PERIOD -

MAXIMUM 0 - INHIBIT





OPERATION 1 - AUTO


MAXIMUM GREEN II

YELLOW CHANGE

ALL RED CLEARANCE

WALK


RECALL

MAXIMUM INITIAL



MINIMUM GAP

TIME TO REDUCE

MAXIMUM GREEN I



DIRECTION


*(SEC./ACTUATION)

DTIME FOR FLASH OR ALL RED:

2&6

PHASES - - - -GREEN


REST IN RED:

YELLOW/RED FLASHOVERLAP A B C

SAMPLE ROAD PROJECT


INTERSECTION: SAMPLE RD @ FOURTH ST


4 OF 10

SAMPLE

Volume DataSAMPLE ROAD PROJECT

General Notes:

1. Volumes are per hour

2. Corresponding Plan No.'s are shown on Timing Summary

Month/Year: Day of Week:

Time Period(s):

Total Number of Hours:

Method of Obtaining Counts1:

Type of Count2:

Video

TMC

13

0700-2000

9/24/2014

SAMPLE ROAD PROJECT

1 Count Board, Video, Tube Counts, etc.

2 Turning Movement Count (TMC), Average Daily Traffic (ADT), etc.

Volume Data

Wednesday

COUNT INFORMATION

INSERT PICTURE OF VISIO SYSTEM LAYOUT HERE

5 OF 10

SAMPLE

Volume DataSAMPLE ROAD PROJECT

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

WB LT EB EB NB LT SB SB EB LT WB WB SB LT NB NB

EXT. PLAN NO. PROP. PLAN NO.

1/1/1 1/1/1 15 765 2 16 42 1 16 982 2 27 92 1

- 1/1/2 11 445 3 10 75 1 10 550 2 31 71 2

1/1/1 2/1/1 20 805 2 22 111 2 18 827 3 33 105 1

2/1/1 3/1/1 18 1128 2 19 78 1 20 735 2 40 85 1

- - - - - - - - - - - - - -

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

- EB - - SB - - WB - - NB -


1/1/1 1/1/1 - 744 - - 76 - - 972 - - 80 -

- 1/1/2 - 458 - - 101 - - 476 - - 115 -

1/1/1 2/1/1 - 811 - - 133 - - 822 - - 135 -

2/1/1 3/1/1 - 1108 - - 105 - - 714 - - 110 -

- - - - - - - - - - - - - -

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

- EB - - SB - - WB - - NB -


1/1/1 1/1/1 - 743 - - 75 - - 973 - - 81 -

- 1/1/2 - 457 - - 100 - - 477 - - 116 -

1/1/1 2/1/1 - 810 - - 132 - - 823 - - 136 -

2/1/1 3/1/1 - 1107 - - 104 - - 715 - - 111 -

- - - - - - - - - - - - - -

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

- EB - - SB - - WB - - NB -


1/1/1 1/1/1 - 734 - - 77 - - 982 - - 81 -

- 1/1/2 - 438 - - 105 - - 486 - - 122 -

1/1/1 2/1/1 - 811 - - 152 - - 832 - - 145 -

2/1/1 3/1/1 - 1008 - - 122 - - 724 - - 107 -

- - - - - - - - - - - - - -

PHASE

DIRECTION

DIRECTION

PHASE

SAMPLE RD @ SECOND ST

VEHICULAR/PED PEAK HOURLY VOLUME

SAMPLE RD @ MAIN ST


SAMPLE RD @ THIRD ST


SAMPLE RD @ FOURTH ST


PHASE

DIRECTION

PHASE

DIRECTION

6 OF 10

SAMPLE

Coordination Timing - EXISTINGSAMPLE ROAD PROJECT

General Notes:

φ 2 & φ 6

DAY(S) OF WEEK

MON-FRI

MON-FRI

MON-FRI

MON-FRI

SAT-SUN

SAMPLE ROAD PROJECT

COORDINATION TIMING PLANS

PLAN NAME HOURS CYCLE/SPLIT/OFFSET CYCLE LENGTH (SEC)

- 0000-0800 FREE -

- 0800-1500 1/1/1 100

- 1500-2000 2/1/1 120

- 2000-2400 FREE -

- 0000-2400 FREE -

1. All offsets are measured from the referenced phase END OF GREEN / BEGINNING OF YELLOW

2. All offsets are measured from

Signal Timing Summary - EXISTING


7 OF 10

SAMPLE

Coordination Timing - EXISTINGSAMPLE ROAD PROJECT

PHASE 1 2 3 4 5 6 7 8

DIRECTION WB LT EB NB LT SB EB LT WB SB LT NB

PLAN NO.

1/1/1 20 30 20 30 20 30 20 30 0 -

2/1/1 20 40 20 40 20 40 20 40 0 -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

PHASE 1 2 3 4 5 6 7 8

DIRECTION - EB - SB - WB - NB

PLAN NO.

1/1/1 60 40 60 40 20 -

2/1/1 70 50 70 50 20 -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

PHASE 1 2 3 4 5 6 7 8


PLAN NO.

1/1/1 60 40 60 40 40 -

2/1/1 70 50 70 50 40 -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

PHASE 1 2 3 4 5 6 7 8

DIRECTION - - - - - - - -

PLAN NO.

1/1/1 60 40 60 40 60 -

2/1/1 70 50 70 50 60 -

- - - - - - - - - - -

- - - - - - - - - - -

- - - - - - - - - - -

OFFSET 1

(SEC)

OFFSET 2

(SEC)SPLITS (G+Y+AR) IN SECONDS


OFFSET 1

(SEC)

OFFSET 2



OFFSET 1

(SEC)

OFFSET 2


SAMPLE RD @ MAIN ST


OFFSET 1

(SEC)

OFFSET 2


8 OF 10

SAMPLE

Coordination Timing - PROPOSEDSAMPLE ROAD PROJECT

General Notes:

φ 2 & φ 6

DAY(S) OF WEEK

MON-FRI

MON-FRI

MON-FRI

MON-FRI

MON-FRI

MON-FRI

SAT-SUN

SAT-SUN

SAT-SUN

SAMPLE ROAD PROJECT

COORDINATION TIMING PLANS

PLAN NAME HOURS CYCLE/SPLIT/OFFSET CYCLE LENGTH (SEC)

PLAN 1 0000-0530 FREE -

PLAN 1 0530-0930 1/1/1 100

PLAN 1 0930-1400 2/1/1 110

PLAN 1

PLAN 2 0000-1000 FREE

1400-1900 3/1/1 120

PLAN 1 1900-2200 1/1/2 100

PLAN 1 2200-2400 FREE -

2/1/1 110

FREE -

Signal Timing Summary - Proposed

-

PLAN 2

PLAN 2 1900-2400

1. All offsets are measured from the referenced phase END OF GREEN / BEGINNING OF YELLOW

2. All offsets are measured from

1000-1900


9 OF 10

SAMPLE

Coordination Timing - PROPOSEDSAMPLE ROAD PROJECT

PHASE 1 2 3 4 5 6 7 8

DIRECTION WB LT EB NB LT SB EB LT WB SB LT NB

PLAN NO.

1/1/1 15 35 20 30 15 35 20 30 0 0

2/1/1 15 45 20 30 15 45 20 30 0 -

3/1/1 20 50 20 30 20 50 20 30 0 -

- - - - - - - - - - -

- - - - - - - - - - -

PHASE 1 2 3 4 5 6 7 8


PLAN NO.

1/1/1 65 35 65 35 15 21

2/1/1 70 40 70 40 10 -

3/1/1 75 45 75 45 20 -

- - - - - - - - - - -

- - - - - - - - - - -

PHASE 1 2 3 4 5 6 7 8


PLAN NO.

1/1/1 65 35 65 35 25 33

2/1/1 70 40 70 40 7 -

3/1/1 75 45 75 45 40 -

- - - - - - - - - - -

- - - - - - - - - - -

PHASE 1 2 3 4 5 6 7 8


PLAN NO.

1/1/1 65 35 65 35 60 40

2/1/1 70 40 70 40 30 -

3/1/1 75 45 75 45 46 -

- - - - - - - - - - -

- - - - - - - - - - -

SAMPLE RD @ MAIN ST


OFFSET 1

(SEC)

OFFSET 2

(SEC)

SPLITS (G+Y+AR) IN SECONDS

OFFSET 2



OFFSET 1

(SEC)

SPLITS (G+Y+AR) IN SECONDS


OFFSET 1

(SEC)

OFFSET 2


OFFSET 1

(SEC)

OFFSET 2

(SEC)

10 OF 10

SAMPLE

Documents

OTO - Standard Signal Timing Tables 2 2/ped 3 4 4/ped 5 6 6/ped 7 8 8/ped wb lt eb eb nb lt sb sb eb lt wb wb sb lt nb nb ext. plan no. prop. plan no. 1/1/1 1/1/1 15 765 2 16 42 1