automated traffic signal performance measures …cflsmartroads.com/projects/smartsignals/atspm...

8
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION christopher.dew SHEET DESCRIPTION SHEET NO. 9:55:11 AM C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\KEYSSG01.DGN 11/6/2018 INTERSECTION MOVEMENT COUNT SYSTEMS TESTED TO BE TESTED NO. SHEET T-1 EXPRESSWAY TURNPI KE 10 PENSACOLA FORT WALTON BEACH PANAMA CITY CHIPLEY TALLAHASSEE 75 10 295 95 JACKSONVILLE ST AUGUSTINE GAINESVILLE OCALA DAYTONA BEACH DELAND 4 NEW PORT RICHEY TAMPA 75 4 LAKELAND MELBOURNE - COCOA ORLANDO BARTOW ST PETERSBURG 275 SARASOTA - BRADENTON 75 95 FT PIERCE FT MYERS WEST PALM BEACH FT LAUDERDALE MIAMI 75 75 NAPLES KEY WEST CITY LAKE FL ORI DA' S BEACH LINE T-8 T-7 T-6 T-5 T-4 T-3 T-2 T-1 GRIDSMART HAWKEYE (RHYTHM) MIOVISON WAVETRONIX AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES (ATSPM) INDEX OF ATSPM DETECTION GUIDANCE GUIDANCE DOCUMENT DETECTION SETUP - 64-CH: CONTROLLER CONFIGURATION DETECTION SETUP - 32-CH: CONTROLLER CONFIGURATION DETECTION SETUP - INTERSECTION MOVEMENT COUNTS DETECTION SETUP - HYBRID DETECTION SETUP - RADAR DETECTION SETUP - VIDEO DETECTION WIRING - LOOPS KEY SHEET

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Page 1: AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES …cflsmartroads.com/projects/smartsignals/ATSPM Guidance.pdf · 2019-07-23 · DZ7C/4E D Z 7 B D Z 7 A D Z 4 D C H 2 4 C H 2 1 CH8 D

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

christopher.dew

SHEET DESCRIPTIONSHEET NO.

9:55:11 AM C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\KEYSSG01.DGN11/6/2018

INTERSECTION MOVEMENT COUNT SYSTEMS

TESTED TO BE TESTED

NO.

SHEET

T-1

EXPRESSWAY

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

FLO

RID

A'S

BEACH LINE

T-8

T-7

T-6

T-5

T-4

T-3

T-2

T-1

GRIDSMART

HAWKEYE (RHYTHM)

MIOVISON

WAVETRONIX

AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES (ATSPM)

INDEX OF ATSPM DETECTION GUIDANCE

GUIDANCE DOCUMENT

DETECTION SETUP - 64-CH: CONTROLLER CONFIGURATION

DETECTION SETUP - 32-CH: CONTROLLER CONFIGURATION

DETECTION SETUP - INTERSECTION MOVEMENT COUNTS

DETECTION SETUP - HYBRID

DETECTION SETUP - RADAR

DETECTION SETUP - VIDEO

DETECTION WIRING - LOOPS

KEY SHEET

Page 2: AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES …cflsmartroads.com/projects/smartsignals/ATSPM Guidance.pdf · 2019-07-23 · DZ7C/4E D Z 7 B D Z 7 A D Z 4 D C H 2 4 C H 2 1 CH8 D

L2I

L2J

L2K

L2L

L-5A

L-5BL-1B

L-1A

L6I

L6J

L6K

L6L

L-3

A

L-3

B

CH48

CH47

CH46

CH45

CH1

CH2

CH13

CH15

CH16

CH33

CH34

CH

18

CH

17

CH

53

L-7

B

L-7

A

L4I

L4J

L4

K

L4

LC

H32

CH

31

CH

30

CH

29

CH

49

CH

50

L7

C

L7

DC

H52

CH

51

CH

21

L8I

L8J

L8

K

L8

L

CH

63

CH

62

CH

61

L3

C

L3

DC

H20

CH

19

CH41 CH38

CH5

L-2

E

CH9

L-6

B

LEGEND

L-6F

L1C

L-1A

L6I

NEMA TP 6 CABINET W/ 64 CHANNEL (4 RACK) DETECTOR INPUTS (TYP)

CH

64

CH14

****FOR INFORMATIONAL PURPOSES ONLY****NOT TO SCALE

PHASES 2 & 5

PHASES 1 & 6

L-6ACH37

PH

AS

ES 3

& 8

PH

AS

ES 4

& 7

L-2

B

L-2A

CH6

L5C

L5DCH36

CH35

L-2A

L-8A

L1C

L1D CH4

CH3

L-4A

"A" LOOP SHALL BE REMOVED***FOR APPROACHES UNDER 45 MPH THE MIDDLE DILEMA ZONE

**LOOP SIZE DETERMINED BY # OF APPROACH LANES

ADVANCE/SET-BACK LOOP***

QUEUE LOOP

PRESENCE LOOP (TYPE "F")

"PURDUE" SPLIT FAILURE LOOP (TYPE "F")**

"PURDUE" APPROACH VOLUME/SPEED LOOP (TYPE "A")**

L-6

E

11/6/2018christopher.dew C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\ATSPM - SG01.dgn9:55:12 AM

T-2 DISTRICT 5

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

DETECTION WIRING - LOOPS

DESIGNED BY THE ENGINEER AND SHOWN ON SIGNAL PLANS**APPROACHES OVER 4 LANES SHALL HAVE WIRING DESIGNATION

FIELD VERIFIED.5. PRIOR TO IMPLEMENTING INTO ATSPM SOFTWARE, DETECTION TO BE

ASSIGNMENT MEETS FDOT DISTRICT 5 AND MAINTAINING AGENCY'S CURRENT STANDARDS. 4. ENGINEER SHALL VERIFY PROPOSED LOOP CONFIGURATION AND CONTROLLER INPUT

FDOT DISTRICT 5 AND MAINTAINING AGENCY PRIOR TO APPROVAL OF SIGNAL PLANS.3. LOOP SIZE AND DISTANCE(S) FROM STOP BAR TO BE APPROVED BY

STOP BAR AND SIZE OF EACH LOOP. 2. ENGINEER SHALL INCLUDE ON SIGNAL PLANS THE PROPOSED DISTANCE FROM

Green/Black PairGreen WireSecond Left Turn LaneRed/Black PairRed WireFirst (Outside) Left Turn Lane

Yellow/Black PairYellow WireFourth (*Inside Lane)White/Black Pair White WireThird LaneGreen/Black Pair Green WireSecond LaneRed/Black Pair Red WireFirst (Outside Lane)

LEAD-IN CABLE, 1-PAIRLOOP WIRESDETECTORSSHIELDED LOOP

PHASE/LABEL IN CABINET AND PULLBOX*:(SPEC. IMSA 50-2-14, 1-PAIR) AND FOLLOW THE FOLLOWING COLOR CODE OR1. CONTRACTOR SHALL USE NO. 14 AWG SHIELDED WIRE

NOTES:

Page 3: AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES …cflsmartroads.com/projects/smartsignals/ATSPM Guidance.pdf · 2019-07-23 · DZ7C/4E D Z 7 B D Z 7 A D Z 4 D C H 2 4 C H 2 1 CH8 D

CH48

CH47

CH46

CH45

CH1

CH2

CH13

CH15

CH16

CH33

CH34

CH

18

CH

17

CH

32

CH

31

CH

30

CH

29

CH

49

CH

50

CH

52

CH

51

CH

21

CH

63

CH

62

CH

61

CH

20

CH

19

CH39

CH5

CH7

CH

55

CH

22

LEGEND

NEMA TP 6 CABINET W/ 64 CHANNEL (4 RACK) DETECTOR INPUTS (TYP)

CH

64

CH14

****FOR INFORMATIONAL PURPOSES ONLY****NOT TO SCALE

PHASES 2 & 5

PHASES 1 & 6

CH37

PH

AS

ES 3

& 8

PH

AS

ES 4

& 7

CH6

CH36

CH35

CH4

CH3

VDZ1B

VDZ1A

VDZ6D

VDZ6C

VDZ6BCH38

CH40

VDZ1C

VDZ1D

VDZ6I

VDZ6J

VDZ6K

VDZ6L

DESIGNED BY THE ENGINEER AND SHOWN ON SIGNAL PLANS**APPROACHES OVER 4 LANES SHALL HAVE WIRING DESIGNATION

FIELD VERIFIED.5. PRIOR TO IMPLEMENTING INTO ATSPM SOFTWARE, DETECTION TO BE

ASSIGNMENT MEETS FDOT DISTRICT 5 AND MAINTAINING AGENCY'S CURRENT STANDARDS. 4. ENGINEER SHALL VERIFY PROPOSED DETECTION ZONE CONFIGURATION AND CONTROLLER INPUT

FDOT DISTRICT 5 AND MAINTAINING AGENCY PRIOR TO APPROVAL OF SIGNAL PLANS.2. DETECTION ZONE SIZE AND DISTANCE(S) FROM STOP BAR TO BE APPROVED BY

STOP BAR AND SIZE OF EACH LOOP. 1. ENGINEER SHALL INCLUDE ON SIGNAL PLANS THE PROPOSED DISTANCE FROM

NOTES:

VDZ5C

VDZ5D

VDZ2I

VDZ2J

VDZ2K

VDZ2L

VDZ2A

VDZ2D

VDZ2C

VDZ5A

VD

Z5

C

VD

Z5

D

VD

Z2I

VD

Z2J

VD

Z2

K

VD

Z2

L

VD

Z7

B

VD

Z7

A

VD

Z4

D

VD

Z4

C

VD

Z4

B

CH

54

CH

53

CH

56

VDZ6A

VD

Z4

A

VD

Z8

A

VD

Z8

B

VD

Z8

C

VD

Z8

D

VD

Z3

A

VD

Z3

B

VD

Z8I

VD

Z8J

VD

Z3

C

VD

Z3

D

VD

Z8

K

VD

Z8

L

VDZ2B

VDZ5B

VDZ6E

VDZ6E

VDZ6A

VDZ6A

VDZ6A

"A" LOOP SHALL BE REMOVED***FOR APPROACHES UNDER 45 MPH THE MIDDLE DILEMA ZONE

**DETECTION ZONE SIZE DETERMINED BY # OF APPROACH LANES

ADVANCE/SET-BACK DETECTION ZONE***

QUEUE DETECTION ZONE

PRESENCE ZONE

"PURDUE" SPLIT FAILURE ZONE**

"PURDUE" APPROACH VOLUME/SPEED ZONE**

CH

21

CH

23

CH

24

CH9

11/6/2018christopher.dew C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\ATSPM - SG02.dgn9:55:12 AM

T-3 DISTRICT 5

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

DETECTION SETUP - VIDEO

Page 4: AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES …cflsmartroads.com/projects/smartsignals/ATSPM Guidance.pdf · 2019-07-23 · DZ7C/4E D Z 7 B D Z 7 A D Z 4 D C H 2 4 C H 2 1 CH8 D

CH41

CH1

CH2

CH9

CH33

CH34

CH

18

CH

17

CH

25

CH

49

CH

50

CH

23

CH

57

CH39

CH5

CH7

CH

55

CH

22

LEGEND

NEMA TP 6 CABINET W/ 64 CHANNEL (4 RACK) DETECTOR INPUTS (TYP)

****FOR INFORMATIONAL PURPOSES ONLY****NOT TO SCALE

PHASES 2 & 5

PHASES 1 & 6

CH37

PH

AS

ES 3

& 8

PH

AS

ES 4

& 7

CH6

CH38

CH40

DESIGNED BY THE ENGINEER AND SHOWN ON SIGNAL PLANS**APPROACHES OVER 4 LANES SHALL HAVE WIRING DESIGNATION

FIELD VERIFIED.5. PRIOR TO IMPLEMENTING INTO ATSPM SOFTWARE, DETECTION TO BE

ASSIGNMENT MEETS FDOT DISTRICT 5 AND MAINTAINING AGENCY'S CURRENT STANDARDS. 4. ENGINEER SHALL VERIFY PROPOSED DETECTION ZONE CONFIGURATION AND CONTROLLER INPUT

FDOT DISTRICT 5 AND MAINTAINING AGENCY PRIOR TO APPROVAL OF SIGNAL PLANS.2. DETECTION ZONE SIZE AND DISTANCE(S) FROM STOP BAR TO BE APPROVED BY

STOP BAR AND SIZE OF EACH LOOP. 1. ENGINEER SHALL INCLUDE ON SIGNAL PLANS THE PROPOSED DISTANCE FROM

NOTES:

CH

54

CH

53

CH

56

"A" LOOP SHALL BE REMOVED***FOR APPROACHES UNDER 45 MPH THE MIDDLE DILEMA ZONE

**DETECTION ZONE SIZE DETERMINED BY # OF APPROACH LANES

ADVANCE/SET-BACK DETECTION ZONE***

QUEUE DETECTION ZONE

PRESENCE ZONE

"PURDUE" SPLIT FAILURE ZONE**

"PURDUE" APPROACH VOLUME/SPEED ZONE**

DZ2A

DZ2B

DZ2C

DZ2D

DZ5A

DZ5B

DZ7C/4E

DZ

7B

DZ

7A

DZ

4D

CH

24

CH

21

CH8

DZ

4C

DZ

4B

DZ

4A

DZ

3B

DZ

3A

DZ

8D

DZ

8C

DZ

8A

DZ

8B

DZ6A

DZ6A

DZ6A

DZ6E

DZ6E

DZ1B

DZ1A

DZ6D

DZ6C

DZ6B

DZ6A

11/6/2018christopher.dew C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\ATSPM - SG03.dgn9:55:13 AM

T-4 DISTRICT 5

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

DETECTION SETUP - RADAR

DZ

2E

DZ

6E

DZ8E

Page 5: AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES …cflsmartroads.com/projects/smartsignals/ATSPM Guidance.pdf · 2019-07-23 · DZ7C/4E D Z 7 B D Z 7 A D Z 4 D C H 2 4 C H 2 1 CH8 D

CH45

CH1

CH2

CH13

CH33

CH34

CH

18

CH

17

CH

29

CH

49

CH

50

CH

52

CH

23

CH

19

CH39

CH5

CH7

CH

55

CH

22

LEGEND

NEMA TP 6 CABINET W/ 64 CHANNEL (4 RACK) DETECTOR INPUTS (TYP)

****FOR INFORMATIONAL PURPOSES ONLY****NOT TO SCALE

PHASES 2 & 5

PHASES 1 & 6

CH37

PH

AS

ES 3

& 8

PH

AS

ES 4

& 7

CH6

CH35

CH3

CH38

CH40

CH

54

CH

53

CH

56

"A" LOOP SHALL BE REMOVED***FOR APPROACHES UNDER 45 MPH THE MIDDLE DILEMA ZONE

**DETECTION ZONE SIZE DETERMINED BY # OF APPROACH LANES

ADVANCE/SET-BACK DETECTION ZONE***

QUEUE DETECTION ZONE

PRESENCE ZONE

"PURDUE" SPLIT FAILURE ZONE**

"PURDUE" APPROACH VOLUME/SPEED ZONE**

DZ2A

DZ2B

DZ2C

DZ2D

DZ5A

DZ5B

DZ

7B

DZ

7A

DZ

4D

CH

24

CH

21

CH8

DZ

4C

DZ

4B

DZ

4A

DZ

3B

DZ

3A

DZ

8D

DZ

8C

DZ

8A

DZ

8B

DZ6A

DZ6A

DZ6E

DZ6E

DZ1B

DZ1A

DZ6D

DZ6C

DZ6B

DZ6A

CH

51

CH4

CH

20

CH41L6K

L6J

L6I

L6LCH48

CH47

CH46

L1C

L1D

L-2

E

L5D

L5C

L2L

L2K

L2J

L2I

CH36

CH16

CH15

CH14CH9

L1C

L6I

CH

61

CH

62

CH

63

CH

64

L8

L

L8

K

L8J

L8I

L3

C

L3

D

L-6

E

L4I

L4J

L4

K

L4

L

L7

C

L7

D

CH

29

CH

30

CH

31

CH

32

L-8E

11/6/2018christopher.dew C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\ATSPM - SG04.dgn9:55:13 AM

T-5 DISTRICT 5

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

DETECTION SETUP - HYBRIDPROPOSED ATSPM SIGNAL

DESIGNED BY THE ENGINEER AND SHOWN ON SIGNAL PLANS**APPROACHES OVER 4 LANES SHALL HAVE WIRING DESIGNATION

FIELD VERIFIED.5. PRIOR TO IMPLEMENTING INTO ATSPM SOFTWARE, DETECTION TO BE

ASSIGNMENT MEETS FDOT DISTRICT 5 AND MAINTAINING AGENCY'S CURRENT STANDARDS. 4. ENGINEER SHALL VERIFY PROPOSED LOOP CONFIGURATION AND CONTROLLER INPUT

FDOT DISTRICT 5 AND MAINTAINING AGENCY PRIOR TO APPROVAL OF SIGNAL PLANS.3. LOOP SIZE AND DISTANCE(S) FROM STOP BAR TO BE APPROVED BY

STOP BAR AND SIZE OF EACH LOOP. 2. ENGINEER SHALL INCLUDE ON SIGNAL PLANS THE PROPOSED DISTANCE FROM

Second Left Turn LaneGreen WireGreen/Black PairFirst (Outside) Left Turn LaneRed WireRed/Black Pair

Fourth (*Inside Lane)Yellow WireYellow/Black PairThird LaneWhite WireWhite/Black Pair Second LaneGreen WireGreen/Black Pair First (Outside Lane)Red WireRed/Black Pair DETECTORSLOOP WIRESLEAD-IN CABLE, 1-PAIRSHIELDED LOOP

PHASE/LABEL IN CABINET AND PULLBOX*:(SPEC. IMSA 50-2-14, 1-PAIR) AND FOLLOW THE FOLLOWING COLOR CODE OR1. CONTRACTOR SHALL USE NO. 14 AWG SHIELDED WIRE

NOTES:

Page 6: AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES …cflsmartroads.com/projects/smartsignals/ATSPM Guidance.pdf · 2019-07-23 · DZ7C/4E D Z 7 B D Z 7 A D Z 4 D C H 2 4 C H 2 1 CH8 D

CH45

CH1

CH2

CH13

CH33

CH34

CH

18

CH

17

CH

29

CH

49

CH

50

CH

52

CH

23

CH

19

CH39

CH5

CH7

CH

55

CH

22

LEGEND

NEMA TP 6 CABINET W/ 64 CHANNEL (4 RACK) DETECTOR INPUTS (TYP)

****FOR INFORMATIONAL PURPOSES ONLY****NOT TO SCALE

PHASES 2 & 5

PHASES 1 & 6

CH37

PH

AS

ES 3

& 8

PH

AS

ES 4

& 7

CH6

CH35

CH3

CH38

CH40

CH

54

CH

53

CH

56

"A" LOOP SHALL BE REMOVED***FOR APPROACHES UNDER 45 MPH THE MIDDLE DILEMA ZONE

**DETECTION ZONE SIZE DETERMINED BY # OF APPROACH LANES

ADVANCE/SET-BACK DETECTION ZONE***

QUEUE DETECTION ZONE

PRESENCE ZONE

"PURDUE" SPLIT FAILURE ZONE**

"PURDUE" APPROACH VOLUME/SPEED ZONE**

DZ2A

DZ2B

DZ2C

DZ2D

DZ5A

DZ5B

DZ

7B

DZ

7A

DZ

4D

CH

24

CH

21

CH8

DZ

4C

DZ

4B

DZ

4A

DZ

3B

DZ

3A

DZ

8D

DZ

8C

DZ

8A

DZ

8B

DZ6A

DZ6A

DZ6E

DZ6E

DZ1B

DZ1A

DZ6D

DZ6C

DZ6B

DZ6A

CH

51

CH4

CH

20

CH41L6K

L6J

L6I

L6LCH48

CH47

CH46

L1C

L1D

L-2

E

L5D

L5C

L2L

L2K

L2J

L2I

CH36

CH16

CH15

CH14CH9

L1C

L6I

CH

61

CH

62

CH

63

CH

64

L8

L

L8

K

L8J

L8I

L3

C

L3

D

L-6

E

L4I

L4J

L4

K

L4

L

L7

C

L7

D

CH

29

CH

30

CH

31

CH

32

L-8E

11/6/2018christopher.dew C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\ATSPM - SG05.dgn9:55:14 AM

T-6 DISTRICT 5

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

INT. MOVEMENT COUNTSDETECTION SETUP -

PROPOSED ATSPM SIGNAL

DESIGNED BY THE ENGINEER AND SHOWN ON SIGNAL PLANS**APPROACHES OVER 4 LANES SHALL HAVE WIRING DESIGNATION

FIELD VERIFIED.5. PRIOR TO IMPLEMENTING INTO ATSPM SOFTWARE, DETECTION TO BE

ASSIGNMENT MEETS FDOT DISTRICT 5 AND MAINTAINING AGENCY'S CURRENT STANDARDS. 4. ENGINEER SHALL VERIFY PROPOSED LOOP CONFIGURATION AND CONTROLLER INPUT

FDOT DISTRICT 5 AND MAINTAINING AGENCY PRIOR TO APPROVAL OF SIGNAL PLANS.3. LOOP SIZE AND DISTANCE(S) FROM STOP BAR TO BE APPROVED BY

STOP BAR AND SIZE OF EACH LOOP. 2. ENGINEER SHALL INCLUDE ON SIGNAL PLANS THE PROPOSED DISTANCE FROM

Second Left Turn LaneGreen WireGreen/Black PairFirst (Outside) Left Turn LaneRed WireRed/Black Pair

Fourth (*Inside Lane)Yellow WireYellow/Black PairThird LaneWhite WireWhite/Black Pair Second LaneGreen WireGreen/Black Pair First (Outside Lane)Red WireRed/Black Pair DETECTORSLOOP WIRESLEAD-IN CABLE, 1-PAIRSHIELDED LOOP

PHASE/LABEL IN CABINET AND PULLBOX*:(SPEC. IMSA 50-2-14, 1-PAIR) AND FOLLOW THE FOLLOWING COLOR CODE OR1. CONTRACTOR SHALL USE NO. 14 AWG SHIELDED WIRE

NOTES:

Page 7: AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES …cflsmartroads.com/projects/smartsignals/ATSPM Guidance.pdf · 2019-07-23 · DZ7C/4E D Z 7 B D Z 7 A D Z 4 D C H 2 4 C H 2 1 CH8 D

11/6/2018christopher.dew C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\ATSPM - SG06.dgn9:55:15 AM

T-7 DISTRICT 5

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

32-CH CONFIGURATIONDETECTION SETUP -

Page 8: AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES …cflsmartroads.com/projects/smartsignals/ATSPM Guidance.pdf · 2019-07-23 · DZ7C/4E D Z 7 B D Z 7 A D Z 4 D C H 2 4 C H 2 1 CH8 D

11/6/2018christopher.dew C:\Users\christopher.dew\Desktop\Cabinet Wiring Specs\DGN\ATSPM - SG07.dgn9:55:15 AM

T-8 DISTRICT 5

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

64-CH CONFIGURATIONDETECTION SETUP -