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...
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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
ADDED INITIAL - - - - - - - -
(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
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
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
PEDESTRIAN CLEARANCE
RECALL
*VOLUME DENSITY CONTROLS
ECONOLITE COORD SETTINGS SIEMENS COORD SETTINGS
TIME TO REDUCE
MAXIMUM GREEN I
MAXIMUM GREEN II
YELLOW CHANGE
ALL RED CLEARANCE
*(SEC./ACTUATION)
MAXIMUM INITIAL
PASSAGE TIME (PRESET GAP)
TIME BEFORE REDUCTION
MINIMUM GAP
INTERVAL OR FEATURE CONTROLLER MOVEMENT NO.
INTERSECTION MOVEMENT (PHASE)
DIRECTION
MINIMUM GREEN (INITIAL)
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
Proposed Local Controller Data
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
ADDED INITIAL - - - - - - - -
(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.) - - - - - - - -
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
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
MANUAL CONTROL: DIAL 1
MANUAL CONTROL: SPLIT 1
MANUAL CONTROL: OFFSET 1
FORCE MODE 0 - PLAN
MAX DWELL TIME -
YIELD PERIOD -
MAXIMUM 0 - INHIBIT
CORRECTION 2 - SHORT WAY
OFFSET MODE 1 - END GREEN
*VOLUME DENSITY CONTROLS
ECONOLITE COORD SETTINGS SIEMENS COORD SETTINGS
OPERATION 1 - AUTO
MODE (NORMAL) 0 - PERMISSIVE
MAXIMUM GREEN II
YELLOW CHANGE
ALL RED CLEARANCE
WALK
PEDESTRIAN CLEARANCE
RECALL
MAXIMUM INITIAL
PASSAGE TIME (PRESET GAP)
TIME BEFORE REDUCTION
MINIMUM GAP
TIME TO REDUCE
MAXIMUM GREEN I
INTERVAL OR FEATURE CONTROLLER MOVEMENT NO.
INTERSECTION MOVEMENT (PHASE)
DIRECTION
MINIMUM GREEN (INITIAL)
*(SEC./ACTUATION)
YELLOW/RED FLASHOVERLAP A B C D
TIME FOR FLASH OR ALL RED:
2&6
PHASES - - - -GREEN
SAMPLE ROAD PROJECT
Proposed Local Controller Data
INTERSECTION: SAMPLE RD @ THIRD ST
MAINTAINING AGENCY: ODOT
START UPDUAL ENTRY: PHASES: 2&6, 4&8
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
ADDED INITIAL - - - - - - - -
(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
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
MANUAL CONTROL: DIAL 1
MANUAL CONTROL: SPLIT 1
MANUAL CONTROL: OFFSET 1
FORCE MODE 0 - PLAN
MAX DWELL TIME -
YIELD PERIOD -
MAXIMUM 0 - INHIBIT
CORRECTION 2 - SHORT WAY
OFFSET MODE 1 - END GREEN
*VOLUME DENSITY CONTROLS
ECONOLITE COORD SETTINGS SIEMENS COORD SETTINGS
OPERATION 1 - AUTO
MODE (NORMAL) 0 - PERMISSIVE
MAXIMUM GREEN II
YELLOW CHANGE
ALL RED CLEARANCE
WALK
PEDESTRIAN CLEARANCE
RECALL
MAXIMUM INITIAL
PASSAGE TIME (PRESET GAP)
TIME BEFORE REDUCTION
MINIMUM GAP
TIME TO REDUCE
MAXIMUM GREEN I
INTERVAL OR FEATURE CONTROLLER MOVEMENT NO.
INTERSECTION MOVEMENT (PHASE)
DIRECTION
MINIMUM GREEN (INITIAL)
*(SEC./ACTUATION)
DTIME FOR FLASH OR ALL RED:
2&6
PHASES - - - -GREEN
START UPDUAL ENTRY: PHASES: 2&6, 4&8
REST IN RED:
YELLOW/RED FLASHOVERLAP A B C
SAMPLE ROAD PROJECT
Proposed Local Controller Data
INTERSECTION: SAMPLE RD @ FOURTH ST
MAINTAINING AGENCY: ODOT
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 -
EXT. PLAN NO. PROP. PLAN NO.
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 -
EXT. PLAN NO. PROP. PLAN NO.
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 -
EXT. PLAN NO. PROP. PLAN NO.
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
VEHICULAR/PED PEAK HOURLY VOLUME
SAMPLE RD @ THIRD ST
VEHICULAR/PED PEAK HOURLY VOLUME
SAMPLE RD @ FOURTH ST
VEHICULAR/PED PEAK HOURLY VOLUME
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
INSERT PICTURE OF VISIO SYSTEM LAYOUT HERE
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
DIRECTION - EB - SB - WB - NB
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
SAMPLE RD @ SECOND ST
OFFSET 1
(SEC)
OFFSET 2
(SEC)SPLITS (G+Y+AR) IN SECONDS
SAMPLE RD @ THIRD ST
OFFSET 1
(SEC)
OFFSET 2
(SEC)SPLITS (G+Y+AR) IN SECONDS
SAMPLE RD @ MAIN ST
SAMPLE RD @ FOURTH ST
OFFSET 1
(SEC)
OFFSET 2
(SEC)SPLITS (G+Y+AR) IN SECONDS
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
INSERT PICTURE OF VISIO SYSTEM LAYOUT HERE
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
DIRECTION - EB - SB - WB - NB
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
DIRECTION - EB - SB - WB - NB
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
DIRECTION - EB - SB - WB - NB
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
SAMPLE RD @ THIRD ST
OFFSET 1
(SEC)
OFFSET 2
(SEC)
SPLITS (G+Y+AR) IN SECONDS
OFFSET 2
(SEC)SPLITS (G+Y+AR) IN SECONDS
SAMPLE RD @ FOURTH ST
OFFSET 1
(SEC)
SPLITS (G+Y+AR) IN SECONDS
SAMPLE RD @ SECOND ST
OFFSET 1
(SEC)
OFFSET 2
(SEC)SPLITS (G+Y+AR) IN SECONDS
OFFSET 1
(SEC)
OFFSET 2
(SEC)
10 OF 10
SAMPLE