OS-299 (7-08)

TRANSMITTAL LETTER PUBLICATION:

Publication 647 March 2013 Edition

DATE:

February 8, 2017

SUBJECT:

Proposed Revisions to Civil and Structural Standards

for Intelligent Transportation Systems March 2013 Edition

(CT #H-15-007, Step 1 External)

INFORMATION AND SPECIAL INSTRUCTIONS:

Incorporate the attached revisions into the March 2013 Edition of Publication 647.

The revisions pertain primarily to:

*Adding a new Standard Drawing for Type 31 Strong Post Guide Rail (RC-51M) (31" height to top ofW-beam rail element)

*Deleting an existing Standard Drawing for Type 2 Strong Post Guide Rail (RC-52M) (27 3/4" heightto top of W-Beam rail element).

These revised standard drawings should be adopted on all new and existing designs as soon as possible without affecting any letting schedules and in conjunction with the current Publication 408 Specifications. Regardless, revised standards must be used on projects let after December 31, 2017.

STANDARD SHEET DESCRIPTION OF CHANGES

ITS-1201 Sheet 10 Revised Note 7 to indicate Type 31-S approach end transition.

Revised Note 8 to indicate Type 31-S guide rail section.

Revised ITS Junction Box (Plan View) Detail to indicate a 4'-0" minimum distance from the rear face of the Type 31-S guide rail post to the center of the junction box.

Revised Bridge Approach End Conduit Detail (Plan View) to indicate:

*Type 31-S guide rail and Type 31-S approach end transition guide rail.

*A 4'-0" minimum distance from the rear face of the Type 31-S guiderail post to the center of the junction box.

ITS-1210 Sheets 1-2 Revised reference drawing to RC-51M (Type 31 Strong Post Guide Rail).

Sheet 1 Revised Note 4 to state distance must be in a location where the pole is unlikely to be hit.

ITS-1230 Sheet 1 Revised reference drawing to RC-51M (Type 31 Strong Post Guide Rail).

CT #H-15-007 Step 1 External 2/8/2017

CANCEL AND DESTROY THE FOLLOWING: Index Sheet - Mar. 1, 2013 ITS-1201 - Mar. 1, 2013 ITS-1210 - Mar. 1, 2013 ITS-1230 - Mar. 1, 2013

ADDITIONAL COPIES ARE AVAILABLE FROM:

PennDOT SALES STORE (717) 787-6746 phone (717) 787-8779 fax ra-penndotsalesstore.state.pa.us

PennDOT website - www.dot.state.pa.us Click on Forms, Publications & Maps

DGS warehouse (PennDOT employees ONLY) APPROVED FOR ISSUANCE BY: LESLIE S. RICHARDS Secretary of Transportation BY: Brian G. Thompson, P.E. Director, Bureau of Project Delivery, Highway Administration

CT #H-15-007 Step 1 External 2/8/2017

OFSHEET 23

ITS-1201

10

90° 90°

SH

OU

LD

ER

VA

RI

ES

BRIDGE BARRIER

90°

SH

OU

LD

ER

VA

RIE

S

ITS DEVICES - GENERAL

GENERAL NOTES:

AND CONDUIT PLAN VIEWITS JUNCTION BOXES

GUIDE RAIL

EDGE OF TRAVEL LANE

BY DESIGN

CONDUIT SIZED

4'-0"

(MI

N)

BY DESIGN

CONDUIT SIZED

5'-0"

(T

YP)

BY DESIGN

CONDUIT SIZED

4'-0"

(MI

N)

3'-1•"

(TYP)

45° DEG (MAX) 45 DEG (MAX)

45° DEG (MAX)

1'-6ƒ"

(TYP)

FOR ENTRY INTO STRUCTURE

SEE ITS-1201 SHEET 17

VARIES

BRIDGE APPROACH END CONDUIT DETAIL (PLAN VIEW)

INTELLIGENT TRANSPORTATION SYSTEMS

CIVIL AND STRUCTURAL STANDARD DRAWINGS

ITS JUNCTION BOX (PLAN VIEW)

NOT TO SCALE

TYPICAL FOR RECONSTRUCTION OR NEW CONSTRUCTION

TYPICAL FOR RECONSTRUCTION OR NEW CONSTRUCTION

NOT TO SCALE

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

FLEXIBLE DELINEATOR POST

JUNCTION BOX (SEE NOTE 7)

FLEXIBLE DELINEATOR POST

FLEXIBLE DELINEATOR POST

(SEE NOTE 7)

JUNCTION BOX

FLEXIBLE DELINEATOR POST

OFSHEET

COMMONWEALTH OF PENNSYLVANIA

OFSHEETRECOMMENDEDRECOMMENDED

MAINTENANCE AND OPERATIONS

BUREAU DIRECTOR, BUREAU OF

PENNSYLVANIA TURNPIKE COMMISSION

CHIEF ENGINEER,

RANSPORTATIONTEPARTMENT OF DOMMISSIONCURNPIKE TENNSYLVANIA P

CODE AND ALL APPLICABLE CODES.

ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF NFPA 70, NATIONAL ELECTRIC

AVOID INSTALLATION OF JUNCTION BOXES WITHIN PAVED SHOULDER AREA.

TYPE 31-S GUIDE RAIL SECTION.

TRANSITION CONDUIT FROM BEHIND THE GUIDE RAIL TO THE SHOULDER IN THE

POSSIBLE, BEYOND THE GUIDE RAIL.

BRIDGE APPROACHES BEYOND THE TYPE 31-S APPROACH END TRANSITION AND IF

AND AS APPROPRIATE FOR THE JUNCTION BOX LOCATION. LOCATE JUNCTION BOX AT

PROVIDE JUNCTION BOX IN ACCORDANCE WITH PENNDOT PUB 408 SECTION 1201.2(c)

LENGTHS.

TYPE AND COMPLEXITY OF RUN. DO NOT EXCEED MANUFACTURERS RECOMMENDED PULL

PROVIDE SPACING BETWEEN COMMUNICATION JUNCTION BOXES BASED ON CABLE SIZE,

DELINEATOR NOTES

PENNDOT PUB 408 SECTION 937. PROVIDE LABEL AS INDICATED ON ITS-1201 SHEET 8

PASSES UNDER THE EDGE OF SHOULDER. PROVIDE DELINEATION DEVICES PER

INSTALL FLEXIBLE DELINEATOR POST AT THE LOCATION WHERE THE CONDUIT

DO NOT EXCEED 45 DEGREES TO THE SHOULDER CENTER LINE.

INSTALL CONDUIT SWEEP AT AN ANGLE THAT ACCOMMODATES THE CABLE BEND RADIUS.

INSTALL CONDUIT INTO JUNCTION BOX AT 90 DEGREE ANGLE.

MAINTAIN CLEAR ACCESS.

KEEP JUNCTION BOX SUFFICIENTLY CLEAR OF GUIDE RAIL OR OTHER OBSTRUCTIONS TO

INFRASTRUCTURE.

CONTACT THE REPRESENTATIVE PRIOR TO DESIGN FOR INSTALLATIONS AT EXISTING

THE DETAILS DEPICTED ARE FOR RECONSTRUCTION OR NEW CONSTRUCTION PROJECTS.

GUIDE RAIL

TYPE 31-S

TRANSITION GUIDE RAIL

TYPE 31-S APPROACH END

XXX XX, 2017 XXX XX, 2017

CT #H-15-007 Step 1 External 2/8/2017

1

LOADING AASHTO 2001 SIGN SPECS.(U.N.O.)

DRILLED SHAFTS (CAISSONS)

BC-741M OVERHEAD SIGN STRUCTURES

4.

3.

2.

1.

INTELLIGENT TRANSPORTATION SYSTEMS

CIVIL AND STRUCTURAL STANDARD DRAWINGS

OFSHEET 6

ALLOWABLE ANCHOR BOLT STRESSES AASHTO SIGN SPECS. 5.17

BOLT DESIGN CRITERIA AASHTO SIGN SPECS. 5.16

COMBINED BOLT SHEAR AND TENSION 10.32.3.3.3

BOLT PRYING ACTION 10.32.3.3.2

SLIP-CRITICAL BOLT ALLOWABLE 10.32.3.2.1

ALLOWABLE BOLT STRESSES TABLE 10.32.3B

BOLT CRITERIA AASHTO HIGHWAY BRIDGES (U.N.O.)

ITS-1210

WIND AND 30% GUST FACTOR

EQ. C-1, WITH 80 MPH

WIND LOAD APPENDIX C, SECTION C.3,

ICE LOAD 3.7

LIVE LOAD COMMENTARY 3.6

DEAD LOAD 3.5

WARRANTS FOR INSTALLATION.

OF GUIDERAIL AND/OR CONCRETE BARRIER SHALL MEET APPLICABLE PENNDOT

CHAPTER 12 GUIDE RAIL, MEDIAN BARRIER AND ROADSIDE SAFETY DEVICES. USE

PROVIDE CRASHWORTHY BARRIER IN ACCORDANCE WITH PENNDOT PUB 13M (DM-2),

CRASHWORTHY BARRIER, SEE TABLE A, BC-741M SHEET 2.

ALL CCTV SUPPORTS LOCATED WITHIN THE CLEAR ZONE MUST BE SHIELDED WITH A

AND CONTRACT DRAWINGS.

USE THESE STANDARDS AS A BASIS FOR THE PREPARATION OF STRUCTURE LAYOUTS

READ THESE NOTES BEFORE USING THESE STANDARDS.

NOTES TO DESIGNER:

LOWERING DEVICE NOTES:

LEGEND:

CONSTRUCTION GENERAL NOTES:

INFORMATIONAL NOTES:

*

4.

3.

2.

1.

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PERMANENT CAMBER 10.5

ALLOWABLE DEFLECTION 10.4

SERVICEABILITY CRITERIA

POLES WITH HEIGHTS LESS THAN OR EQUAL TO 50'-0".

A FATIGUE IMPORTANCE CATEGORY OF III MAY BE USED FOR CCTV CAMERA SUPPORT

NATURAL WIND GUST 11.7.3

VORTEX SHEDDING 11.7.2

FATIGUE IMPORTANCE CATEGORY ( I = I) 11.6

FATIGUE REQUIREMENTS SECTION 11

FATIGUE CRITERIA

ALLOWABLE STRESSES FOR STRUCTURAL STEEL SECTION 5

ALLOWABLE STRESSES FOR COMBINED STEEL STRESS 5.12

ALLOWABLE STRESSES FOR BASE PLATES 5.8

ALLOWABLE STRESSES FOR TUBULAR SHAPES 5.6 (TABLE 5-3) & 5.11

MAXIMUM STRESSES IN TUBULAR SHAPES APPENDIX B, TABLE B-2

SECTION PROPERTIES FOR TUBULAR SHAPES APPENDIX B, TABLE B-1

STRENGTH CRITERIA

STEEL CRITERIA AASHTO 2001 SIGN SPECS. (U.N.O.)

6.

5.

4.

3.

2.

1.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

CLOSED CIRCUIT TELEVISION CAMERA

DESIGN CRITERIA FOR CCTV CAMERA SUPPORT STRUCTURES:

ELECTRICAL CONNECTORS, CAMERA J-BOX, HOUSING AND STEEL POLE.

BOX, MOUNTING HARDWARE, LOWERING CABLE, CONTACT BLOCK, WATERPROOF

POLE SHALL INCLUDE LOWERING DEVICE WHICH IS COMPRISED OF TOP JUNCTION

CAMERA CAN BE SAFELY LOWERED WITHOUT REQUIRING LANE CLOSURES.

DIRECTED BY THE ENGINEER. THE CCTV POLE SHALL BE POSITIONED SO THAT THE

LOWERING ARM SHALL BE MOUNTED PERPENDICULAR TO THE ROADWAY OR AS

ROUTED SECURELY AND FREE FROM SLACK.

WITHIN THE POLE. ENSURE THAT ANY ELECTRICAL WIRE WITHIN THE POLE IS

CONDUIT TO PREVENT IT FROM INTERFERING WITH ANY ELECTRICAL WIRE THAT IS

PLACE THE LOWERING CABLE THAT MOVES WITHIN THE POLE IN AN INTERIOR

COMPONENT INSTALLATION.

TENON SHALL BE OF DIMENSIONS NECESSARY TO FACILITATE LOWERING DEVICE

HOLES AND SLOT AS REQUIRED FOR THE MOUNTING OF THE LOWERING DEVICE. THE

POLE TOP TENON: A TENON SHALL BE BOLTED TO THE POLE TOP WITH MOUNTING

ANGLES, SHAPES, AND PLATES: PER PENNDOT PUB 408 SECTION 1210.2(g)

PIPE COLUMNS: PER PENNDOT PUB 408 SECTION 1210.2(g)

D1.5M/D1.5:2008.

AASHTO/AWS D1.1/D1.1M:2008 FOR WELDING NOT COVERED IN AASHTO/AWS

STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS. USE

CODE, CONTRACT SPECIAL PROVISIONS, AND AASHTO STANDARD SPECIFICATIONS FOR

PENNDOT PUB 408 (LET DATE VERSION), AASHTO/AWS D1.5M/D1.5:2008-BRIDGE WELDING

PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE CURRENT VERSIONS OF

BRIDGES, 17TH EDITION; PENNDOT DESIGN MANUAL - PART 4, MAY 2012 EDITION.

2006 (UNLESS NOTED OTHERWISE); AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY

LUMINAIRES AND TRAFFIC SIGNALS, 4TH EDITION, 2001, INCLUDING INTERIMS THROUGH

AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

CCTV: CLOSED CIRCUIT TELEVISION

CVN: CHARPY V-NOTCH

COMMENTARY (ACI 318M-99)

FOR STRUCTURAL CONCRETE WITH

ACI: AMERICAN CONCRETE INSTITUTE - METRIC BUILDING CODE REQUIREMENTS

U.N.O.: UNLESS NOTED OTHERWISE

PART 4, STRUCTURES, MAY 2012 EDITION

DM4: PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, DESIGN MANUAL

17TH EDITION

SPECIFICATIONS FOR HIGHWAY BRIDGES,

TRANSPORTATION OFFICIALS STANDARD

AASHTO HIGHWAY BRIDGES: AMERICAN ASSOCIATION OF STATE HIGHWAY AND

THROUGH 2006

4TH EDITION, 2001, INCLUDING INTERIMS

HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS,

SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR

TRANSPORTATION OFFICIALS STANDARD

AASHTO 2001 SIGN SPEC: AMERICAN ASSOCIATION OF STATE HIGHWAY AND

CAMERA SUPPORT STRUCTURES GENERAL NOTES FOR CCTV

DM4 SEC.10.8, PENNDOT COM624 COMPUTER PROGRAM OR L-PILE

COLUMN DESIGN (PEDESTALS) 8.15.4

TORSION ACI SECTION A.7.3*

FOOTING STABILITY REQUIREMENTS DM4 D5.5.5

DISTRIBUTION OF REINFORCEMENT 4.4.11.2.2

PRESSURES FOR ECCENTRICALLY LOADED FOOTINGS FIG. 4.4.7.1.1.1C

MINIMUM CONCRETE COVER DM4 8.22.1*

SPACING LIMITS FOR REINFORCEMENT 8.21

MINIMUM REINF. OF FLEXURAL MEMBERS 8.17.1

SLENDERNESS OF COLUMNS 8.16.5.2

ALLOWABLE SHEAR STRESS 8.15.5.6.4

SHEAR STRESS IN FOOTINGS 8.15.5.6.2

SHEAR CAPACITY OF FOOTINGS 8.15.5.6.1

REINFORCEMENT TENSILE STRESS 8.15.2.2

ALLOWABLE BEARING STRESS 8.15.2.1.3

CONCRETE CRITERIA AASHTO HIGHWAY BRIDGES (U.N.O.)

MANUAL 4, MAY 2012 EDITION FOR GUIDANCE ON DESIGN AND APPLICATIONS.

ROCK SOCKET FOUNDATIONS ARE APPROVED FOR USE BY PENNDOT. REFER TO PENNDOT DESIGN

THE PROJECT PRIOR TO POLE SIZING THROUGH DESIGN.

HEIGHTS ARE 50 FEET AND 70 FEET. DETERMINE IF STANDARD HEIGHTS ARE APPLICABLE TO

CCTV POLES TO BE SIZED AS REQUIRED BY DESIGN. STANDARD USE PENNDOT CCTV POLE

FABRICATION DETAILS.

STANDARD WEATHERPROOF ENTRANCE CAP SHALL BE IN ACCORDANCE WITH BC-741M

REQUIREMENTS SPECIFIED HEREIN.

CCTV CAMERA SUPPORT FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE

PROVIDE CALCULATIONS FOR ALTERNATE SIZE OPENINGS.

HANDHOLE MAY BE SIZED TO ACCOMMODATE CAMERA LOWERING SYSTEM, AS PROVIDED HEREIN.

AT A MINIMUM HANDHOLES SHALL BE DETAILED IN ACCORDANCE WITH BC-741M. LOWER

EXCEED 1" IN A 30 MPH NON-GUST WIND.

ALL CCTV CAMERA POLES SHALL BE DESIGNED SO THAT THE POLE TIP DEFLECTION DOES NOT

PROHIBITED.

TELESCOPING (SLIP-FIT) FIELD SPLICES FOR CCTV CAMERA SUPPORT STRUCTURES ARE

ALUMINUM CCTV CAMERA SUPPORT POLES ARE NOT PERMITTED.

AS SPECIFIED IN THE AASHTO 2001 SIGN SPECIFICATIONS IN TABLE 11-2, DETAIL 11.

COMPLETE JOINT PENETRATION WELD FOR THE CONNECTION OF THE SHAFT TO THE BASE PLATE

PROVIDE BOTTOM SHAFT SECTIONS WITH A 0.3125" MINIMUM THICKNESS. PROVIDE A

PROVIDE BASE PLATES WITH A MINIMUM THICKNESS OF 3" UNLESS OTHERWISE APPROVED.

SECTION 1210.3(k) AND AS SPECIFIED HEREIN.

CCTV CAMERA SUPPORT POLES SHALL BE DESIGNED IN ACCORDANCE WITH PENNDOT PUB 408

D1.5M/D1.5:2008".

PROVISIONS. USE AASHTO/AWS D1.1/D1.1M:2008 FOR WELDING NOT COVERED IN AASHTO/AWS

NUMBER), AASHTO/AWS D1.5M/D1.5:2008-BRIDGE WELDING CODE 2008 AND CONTRACT SPECIAL

WORKMANSHIP IN ACCORDANCE WITH PENNDOT PUB 408 - (INDICATE YEAR AND CHANGE

PLACE THE FOLLOWING NOTE ON CONTRACT DRAWINGS - "PROVIDE MATERIALS AND

7.

6.

5.

4.

3.

2.

1.

PIPE DIAMETER SHOWN FROM 14 INCHES AND UP ARE ACTUAL DIAMETERS.

PIPE DIAMETER SHOWN UP TO AND INCLUDING 12 INCHES ARE NOMINAL DIAMETER.

SPECIFICATIONS.

FOR ZONE 2, NON FRACTURE CRITICAL AS GIVEN IN THE AASHTO MATERIAL

ON THE PLANS BY (CVN), PROVIDE STEEL CONFORMING TO THE CVN REQUIREMENTS

STEEL MEMBER COMPONENTS REQUIRING CHARPY V-NOTCH TESTING ARE DESIGNATED

PROVIDE 4 NUTS, 2 WASHERS, AND 1 JAMNUT FOR EACH ANCHOR BOLT.

DIAMETERS.

PROVIDE A MINIMUM ANCHOR BOLT EMBEDMENT LENGTH OF 20 ANCHOR BOLT

PROVIDE ANCHOR BOLT HOLES ‚" LARGER THAN BOLT DIAMETER.

PROVIDE BOLT HOLES ˆ" LARGER THAN BOLT DIAMETER.

ALL BOLT HOLES SHALL BE DRILLED.

PENNDOT PUB 408 UNLESS STAINLESS STEEL OR OTHERWISE INDICATED.

GALVANIZE ALL STRUCTURAL STEEL, BOLT, NUTS & WASHERS IN ACCORDANCE WITH

OR OF ANY DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION.

SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION

DIMENSIONS ARE BASED ON A NORMAL TEMPERATURE OF 68 DEGREES F.

ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

CHAMFER EXPOSED CONCRETE EDGES 1 INCH BY 1 INCH.

FIELD AS NECESSARY FOR PROPER FIT OF THE PROPOSED CONSTRUCTION.

VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURES IN THE

RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.

BARS.

ASTM A615 FOR CONCRETE REINFORCEMENT. DO NOT WELD REINFORCING STEEL

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF

CAISSONS.

USE CLASS A CEMENT CONCRETE f'c = 3000 PSI IN PEDESTALS, FOOTINGS AND

PROVIDE 3-INCH CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.

ALL DIMENSIONS ARE IN U.S. CUSTOMARY UNITS.

AND TRAFFIC SIGNALS (2005).

STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES,

INSTALLATION, INSPECTION, MAINTENANCE, AND REPAIR OF

U-BOLT INSTALLATION: PER FHWA PUB GUIDELINES FOR THE

BOLTS: PER PENNDOT PUB 408 SECTION 1210.2(g)

ANCHOR BOLTS: PER PENNDOT PUB 408 SECTION 1210.2(g)

GENERAL NOTES:

MATERIALS AND WORKMANSHIP:

PROVIDE STRUCTURAL STEEL CONFORMING TO THE FOLLOWING:

ALTERNATE PRESS-BREAK MEMBERS:

PROVIDE BOLTS CONFORMING TO THE FOLLOWING:

DESIGN SPECIFICATIONS:

ALL FILLET WELDS SHOWN ARE MINIMUM SIZE UNLESS NOTED OTHERWISE.

GROUP LOADS AASHTO 2001 SIGN SPECS. 3.4

SPREAD FOOTINGS

F

**

**

REFERENCE DRAWINGS

CLASSIFICATION OF EARTHWORK FOR STRUCTURES

TYPE 31 STRONG POST GUIDE RAIL

TYPE 2 WEAK POST GUIDE RAIL

BARRIER PLACEMENT AT OBSTRUCTIONS

SINGLE FACE CONCRETE BARRIER PLACEMENT AT MEDIAN PIERS

RC-11M

RC-51M

RC-53M

RC-54M

RC-58M

BC-736M REINFORCEMENT BAR FABRICATION DETAILS

RC-80M HIGHWAY LIGHTING FOUNDATIONS HIGH MAST LIGHTING POLE

UNIT WEIGHT OF SOIL 100 POUNDS PER CUBIC FOOT

MINIMUM AREA IN BEARING 95%

MAXIMUM DESIGN PRESSURE 1.5 TONS PER SQUARE FOOT

COHESION 0 KIPS PER SQUARE FOOT

ANGLE OF INTERNAL FRICTION 25°

UNIT WEIGHT OF SOIL 100 POUNDS PER CUBIC FOOT

MODULUS OF SUBGRADE REACTION 10.0 POUNDS PER CUBIC INCH

MAXIMUM DESIGN LATERAL DISPLACEMENT 0.5"

MAXIMUM DESIGN PRESSURE 1.5 TONS PER SQUARE FOOT

THICKNESS OF PRESS-BREAK MEMBERS TO BE Š".

THE CENTER OF THE MEMBER TO THE MID-POINT OF ANY CHORD OF THE MEMBER. MINIMUM

THEY ARE REPLACING. EQUIVALENT RADIUS FOR PRESS-BREAK MEMBERS IS MEASURED FROM

ALTERNATE PRESS-BREAK MEMBERS MUST HAVE THE EQUIVALENT STRENGTH OF THE MEMBER

OFSHEET

COMMONWEALTH OF PENNSYLVANIA

OFSHEETRECOMMENDEDRECOMMENDED

MAINTENANCE AND OPERATIONS

BUREAU DIRECTOR, BUREAU OF

PENNSYLVANIA TURNPIKE COMMISSION

CHIEF ENGINEER,

RANSPORTATIONTEPARTMENT OF DOMMISSIONCURNPIKE TENNSYLVANIA P

XXX XX, 2017 XXX XX, 2017

CT #H-15-007 Step 1 External 2/8/2017

INTELLIGENT TRANSPORTATION SYSTEMS

CIVIL AND STRUCTURAL STANDARD DRAWINGS

OFSHEET 6

ITS-1210

2

3'-6"3'-6"

BC-741M

RC-11M

OVERHEAD SIGN STRUCTURES

TRAFFIC SIGNAL STANDARDSTC-8800

CLOSED CIRCUIT TELEVISION CAMERA

GENERAL NOTES:

AND PLACEMENTTYPICAL SITE LAYOUT

GUIDE RAIL

LINE

GROUND

FINISHED

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOT TO SCALENOT TO SCALE

FINISHED GROUND LINE

CCTV POLE PLACEMENT - TYPE A CCTV POLE PLACEMENT - TYPE B

TRAVEL LANETRAVEL LANE

TRAVEL LANETRAVEL LANE

SEE NOTES 3 AND 4

REFERENCE DRAWINGS

SINGLE FACE CONCRETE BARRIER PLACEMENT AT MEDIAN PIERSRC-58M

CLASSIFICATION OF EARTHWORK FOR STRUCTURES

TYPE 31 STRONG POST GUIDE RAIL

TYPE 2 WEAK POST GUIDE RAIL

RC-51M

RC-53M

RC-54M BARRIER PLACEMENT AT OBSTRUCTIONS

RC-80M

RC-81M

HIGHWAY LIGHTING FOUNDATIONS CONVENTIONAL LIGHTING POLE

HIGHWAY LIGHTING JB-LIGHT DUTY CAST-IN-PLACE OR PRECAST

FOUNDATION

3, 5 AND 6

SEE NOTE

SHOULDER

SHOULDER

TOP OF PEDESTAL

FOUNDATION

EDGE OF PAVEMENT

PAVEMENT

EDGE OF

TOP OF PEDESTAL

EXISTING GRADE

)(SEE ITS-1201 SHEET 7

MAINTAINER PAD

(SEE ITS-1201 SHEET 7)

MAINTAINER PAD

THE CONTRACT DOCUMENTS)

OR GROUND SHALL BE INDICATED ON

(ENCLOSURE MOUNT; POLE, STRUCTURE,

ENCLOSURE

THE CONTRACT DOCUMENTS)

OR GROUND SHALL BE INDICATED ON

(ENCLOSURE MOUNT; POLE, STRUCTURE,

ENCLOSURE

OFSHEET

COMMONWEALTH OF PENNSYLVANIA

OFSHEETRECOMMENDEDRECOMMENDED

MAINTENANCE AND OPERATIONS

BUREAU DIRECTOR, BUREAU OF

PENNSYLVANIA TURNPIKE COMMISSION

CHIEF ENGINEER,

RANSPORTATIONTEPARTMENT OF DOMMISSIONCURNPIKE TENNSYLVANIA P

XXX XX, 2017XXX XX, 2017

NATIONAL ELECTRIC CODE AND ALL APPLICABLE CODES.

ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF NFPA 70,

ITS-1201 SHEET 4.

TC-8802. FOR CCTV ENCLOSURE LAYOUT AND WIRING DIAGRAM SEE

FOR DETAILS OF CCTV ENCLOSURE, SEE ITS-1201 SHEETS 1, 2, 3, OR

FOR DETAILS OF CCTV LOWERING SYSTEM ASSEMBLY SEE ITS-1210 SHEET 5.

FOR DETAILS OF CCTV POLE FOUNDATION, SEE ITS-1210 SHEET 4.

FOR DETAILS OF CCTV POLE ASSEMBLY, SEE ITS-1210 SHEET 3.

PLACE CCTV POLE BEHIND EXISTING BARRIER WHENEVER POSSIBLE.

GUIDE RAIL OR BARRIER INSTALLED AT THE SITE.

CLEARANCE MUST MEET MINIMUM REQUIREMENT FOR PLACEMENT BEHIND

IN A LOCATION WHERE THE POLE IS UNLIKELY TO BE HIT.

GREATER THAN OR EQUAL TO MINIMUM CLEAR ZONE REQUIREMENTS, AND

DISTANCE MUST BE IN ACCORDANCE WITH PROJECT DESIGN DOCUMENTS,

CLEAR ZONE SHALL BE MEASURED TO THE EDGE OF THE FOUNDATION.

1210.2.

PROVIDE A CCTV SUBSYSTEM IN ACCORDANCE WITH PENNDOT PUB 408 SECTION

AND PLACEMENT GUIDELINES FOR CCTV SUBSYSTEM.

DESIGN GUIDE, CHAPTER 2 FOR DESIGN CONSIDERATIONS AND LOCATION

REFER TO PENNDOT PUB 646, INTELLIGENT TRANSPORTATION SYSTEMS

CT #H-15-007 Step 1 External 2/8/2017

d

4

INTELLIGENT TRANSPORTATION SYSTEMS

CIVIL AND STRUCTURAL STANDARD DRAWINGS

OFSHEET 8

DYNAMIC MESSAGE SIGNS

INFORMATIONAL NOTES:

CONSTRUCTION GENERAL NOTES:

NOTES TO DESIGNER:

LEGEND

ITS-1230

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

(STRENGTH DESIGN AND FATIGUE DESIGN)

WIND DRAG COEFFICIENT C = 1.7 FOR DMS

DMS SIZE AND DEAD LOAD PER SUPPLIER

WIND AND 30% GUST FACTOR

EQ. C-1, WITH 80 MPH

WIND LOAD APPENDIX C, SECTION C.3,

ICE LOAD 3.7

LIVE LOAD (CATWALKS) 3.6

DEAD LOAD 3.5

LOADING AASHTO 2001 SIGN SPECS.(U.N.O.)

MAXIMUM DESIGN LATERAL DISPLACEMENT 0.5"

OR L-PILE

DRILLED SHAFTS (CAISSONS): DM4 SEC.10.8, PENNDOT COM624

MINIMUM AREA IN BEARING 95%

SPREAD FOOTINGS:

ONE TEST BORING SHALL BE PROVIDED AT EACH DMS FOUNDATION LOCATION

FOUNDATION NOTES

*

CANTILEVER STRUCTURESGENERAL NOTES FOR

WARRANTS FOR INSTALLATION.

USE OF GUIDE RAIL AND/OR CONCRETE BARRIER SHALL MEET APPLICABLE PENNDOT

CHAPTER 12 GUIDE RAIL, MEDIAN BARRIER AND ROADSIDE SAFETY DEVICES.

PROVIDE CRASHWORTHY BARRIER IN ACCORDANCE WITH PENNDOT PUB 13M (DM-2).

BRIDGE-MOUNTED DMS ARE PROHIBITED.

CRASHWORTHY BARRIER, SEE TABLE A, BC-741M SHEET 2.

ALL DMS SUPPORTS LOCATED WITHIN THE CLEAR ZONE MUST BE SHIELDED WITH A

CONTRACT DRAWINGS FOR CANTILEVER SUPPORT STRUCTURES.

USE THESE STANDARDS AS A BASIS FOR THE PREPARATION OF STRUCTURE LAYOUTS AND

READ THESE NOTES BEFORE USING THESE STANDARDS.

PERMANENT CAMBER 10.5

ALLOWABLE DEFLECTION 10.4

SERVICEABILITY CRITERIA

SUPPORT STRUCTURES LOCATED ON MINOR ARTERIALS, COLLECTORS, OR LOCAL ROADS.

A FATIGUE IMPORTANCE CATEGORY OF II MAY BE USED FOR NON-CANTILEVERED DMS

ALSO BE DESIGNED FOR GALLOPING.

AND TRUCK-INDUCED GUSTS. CENTER-MOUNT AND CANTILEVER STRUCTURES SHALL

ALL DMS SUPPORT STRUCTURES SHALL BE DESIGNED FOR NATURAL WIND GUSTS

TRUCK-INDUCED GUST 11.7.4

NATURAL WIND GUST 11.7.3

GALLOPING 11.7.1

FATIGUE IMPORTANCE CATEGORY ( I = I) 11.6

FATIGUE REQUIREMENTS SECTION 11

FATIGUE CRITERIA

ALLOWABLE STRESSES FOR STRUCTURAL STEEL SECTION 5

ALLOWABLE STRESSES FOR COMBINED STEEL STRESS 5.12

ALLOWABLE STRESSES FOR BASE PLATES 5.8

ALLOWABLE STRESSES FOR DMS SUPPORTS 5.12

ALLOWABLE STRESSES FOR TUBULAR SHAPES 5.6 (TABLE 5-3) & 5.11

MAXIMUM STRESSES IN TUBULAR SHAPES APPENDIX B, TABLE B-2

SECTION PROPERTIES FOR TUBULAR SHAPES APPENDIX B, TABLE B-1

STRENGTH CRITERIA

STEEL CRITERIA AASHTO 2001 SIGN SPECS. (U.N.O.)

5.

4.

3.

2.

1.

6.

5.

4.

3.

2.

1.

DESIGN CRITERIA FOR PENNDOT DMS STRUCTURES:

DMS: DYNAMIC MESSAGE SIGN

CVN: CHARPY V-NOTCH

STRUCTURAL CONCRETE WITH COMMENTARY (ACI 318M-99)

ACI: AMERICAN CONCRETE INSTITUTE - METRIC BUILDING CODE REQUIREMENTS FOR

U.N.O.: UNLESS NOTED OTHERWISE

STRUCTURES, MAY 2012 EDITION

DM4: PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, DESIGN MANUAL PART 4,

FOR HIGHWAY BRIDGES, 17TH EDITION

TRANSPORTATION OFFICIALS, STANDARD SPECIFICATIONS

AASHTO HIGHWAY BRIDGES; AMERICAN ASSOCIATION OF STATE HIGHWAY AND

4TH EDITION, 2001, INCLUDING INTERIMS THROUGH 2006

SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS,

OFFICIALS, STANDARD SPECIFICATIONS FOR STRUCTURAL

AASHTO 2001 SIGN SPEC; AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

COLUMN DESIGN (PEDESTALS) 8.15.4

TORSION ACI SECTION A.7.3*

FOOTING STABILITY REQUIREMENTS DM4 D5.5.5

DISTRIBUTION OF REINFORCEMENT 4.4.11.2.2

PRESSURES FOR ECCENTRICALLY LOADED FOOTINGS FIG. 4.4.7.1.1.1C

MINIMUM CONCRETE COVER DM4 8.22.1*

SPACING LIMITS FOR REINFORCEMENT 8.21

MINIMUM REINF. OF FLEXURAL MEMBERS 8.17.1

SLENDERNESS OF COLUMNS 8.16.5.2

ALLOWABLE SHEAR STRESS 8.15.5.6.4

SHEAR STRESS IN FOOTINGS 8.15.5.6.2

SHEAR CAPACITY OF FOOTINGS 8.15.5.6.1

REINFORCEMENT TENSILE STRESS 8.15.2.2

ALLOWABLE BEARING STRESS 8.15.2.1.3

CONCRETE CRITERIA AASHTO HIGHWAY BRIDGES (U.N.O.)

SINGLE STRUT/CHORDS ARE NOT PERMITTED FOR DMS SUPPORT STRUCTURES.

MAXIMUM DIMENSIONS, DEAD LOAD, AND ECCENTRICITY.

INCLUDE ALL ASSUMPTIONS OF THE DMS ON THE CONTRACT DRAWINGS INCLUDING

BY THE CONTRACTOR.

SHALL BE PREPARED BY THE DMS MANUFACTURER'S PROFESSIONAL ENGINEER AND SUBMITTED

LUMINAIRES AND TRAFFIC SIGNALS AS AMENDED BY PENNDOT." THE CERTIFICATION LETTER

THE AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

OF THE DMS AND THE CONNECTION TO THE SIGN STRUCTURE MEET THE REQUIREMENT OF

IN THE COMMONWEALTH OF PENNSYLVANIA, CERTIFYING THAT THE INTERNAL STRUCTURE

CERTIFICATION LETTER, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED

INCLUDE THE FOLLOWING NOTE IN THE CONTRACT SPECIAL PROVISIONS - "PROVIDE A

HEREIN. OBTAIN FOUNDATION APPROVAL FROM THE REPRESENTATIVE.

ACCEPTABLE FOR USE WITH DMS, PROVIDED THEY MEET ALL DESIGN CRITERIA SPECIFIED

FOUNDATION DETAILS PROVIDED IN BC-741M FOR CANTILEVER SUPPORT STRUCTURES ARE

CONTRACT DRAWINGS BASED ON DESIGN REQUIREMENTS AS SPECIFIED HEREIN.

HORIZONTAL STRUTS AND VERTICAL COLUMNS SHALL BE DESIGNED AND DETAILED ON THE

STRUCTURES ARE NOT ACCEPTABLE FOR USE WITH DMS. THE CONNECTION BETWEEN THE

THE STRUT CONNECTION DETAILS PROVIDED IN BC-741M FOR CANTILEVER SUPPORT

TELESCOPING (SLIP-FIT) FIELD SPLICES FOR DMS SUPPORT STRUCTURES ARE PROHIBITED.

ALUMINUM DMS SUPPORT STRUCTURES ARE PROHIBITED.

CARRYING DMS.

COMPUTATION MUST BE SUBMITTED FOR ALL COMPONENTS OF SUPPORT STRUCTURES

THE BD-641M STANDARDS MAY BE USED FOR PRELIMINARY MEMBER SIZES ONLY; DESIGN

PENNSYLVANIA AND SUBMITTED TO THE CHIEF BRIDGE ENGINEER FOR REVIEW AND APPROVAL.

MUST BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

SUPPORT SIGN STRUCTURES INTENDED TO CARRY DMS NOT COVERED IN THESE STANDARDS

AASHTO/AWS D1.5M/D1.5:2008".

PROVISIONS. USE AASHTO/AWS D1.1/D1.1M:2008 FOR WELDING NOT COVERED IN

NUMBER), AASHTO/AWS D1.5M/D1.5:2008-BRIDGE WELDING CODE AND CONTRACT SPECIAL

WORKMANSHIP IN ACCORDANCE WITH PENNDOT PUB 408 - (INDICATE YEAR AND CHANGE

PLACE THE FOLLOWING NOTE ON CONTRACT DRAWINGS - "PROVIDE MATERIALS AND

ENGINEER. IT IS PREFERABLE TO SECURE A S-NUMBER AT THE TS&L APPROVAL STAGE.

PROPOSED, PROVIDE JUSTIFICATION FOR REVIEW AND APPROVAL OF THE CHIEF BRIDGE

SIZES ARE NOT REQUIRED IN THE TS&L SUBMISSION. IF A CANTILEVER STRUCTURE IS

STRUCTURE TYPE AND ALL CRITICAL VERTICAL AND HORIZONTAL CLEARANCES. MEMBER

DISTRICT BRIDGE UNIT REVIEW AND APPROVAL. THE TS&L DRAWINGS SHALL INCLUDE

A TS&L SUBMISSION IS REQUIRED FOR DMS SUPPORT CANTILEVER STRUCTURES FOR

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PIPE DIAMETERS SHOWN FROM 14 INCHES AND UP ARE ACTUAL DIAMETERS.

PIPE DIAMETERS SHOWN UP TO AND INCLUDING 12 INCHES ARE NOMINAL DIAMETERS.

FRACTURE CRITICAL AS GIVEN IN THE AASHTO MATERIAL SPECIFICATIONS.

PLANS BY (CVN), PROVIDE STEEL CONFORMING TO THE CVN REQUIREMENTS FOR ZONE 2, NON

STEEL MEMBER COMPONENTS REQUIRING CHARPY V-NOTCH TESTING ARE DESIGNATED ON THE

PROVIDE 4 NUTS, 2 WASHERS, AND 1 JAMNUT FOR EACH ANCHOR BOLT.

PROVIDE A MINIMUM ANCHOR BOLT EMBEDMENT LENGTH OF 20 ANCHOR BOLT DIAMETERS.

PROVIDE ANCHOR BOLT HOLES ‚" LARGER THAN BOLT DIAMETER.

PROVIDE BOLT HOLES ˆ" LARGER THAN BOLT DIAMETER.

ALL BOLT HOLES SHALL BE DRILLED.

PUB 408 UNLESS STAINLESS STEEL OR OTHERWISE INDICATED.

GALVANIZE ALL STRUCTURAL STEEL BOLTS, NUTS & WASHERS IN ACCORDANCE WITH PENNDOT

DIMENSIONS NECESSARY TO PROVIDE A PROPER FOUNDATION.

SPREAD FOOTINGS MAY BE ORDERED BY THE ENGINEER TO BE AT ANY ELEVATION OR OF ANY

DIMENSIONS ARE BASED ON A NORMAL TEMPERATURE OF 68 DEGREES F.

ALL DIMENSIONS SHOWN ARE HORIZONTAL, EXCEPT AS NOTED.

CHAMFER EXPOSED CONCRETE EDGES 1 INCH BY 1 INCH.

NECESSARY FOR PROPER FIT OF THE PROPOSED CONSTRUCTION.

VERIFY ALL DIMENSIONS AND GEOMETRY OF THE EXISTING STRUCTURES IN THE FIELD AS

RAKE-FINISH ALL HORIZONTAL CONSTRUCTION JOINTS, EXCEPT AS INDICATED.

FOR CONCRETE REINFORCEMENT. DO NOT WELD REINFORCING STEEL BARS.

PROVIDE GRADE 60 REINFORCING STEEL BARS THAT MEET THE REQUIREMENTS OF ASTM A615

USE CLASS A CEMENT CONCRETE f'c = 3000 PSI IN PEDESTALS, FOOTINGS AND CAISSONS.

PROVIDE 3-INCH CONCRETE COVER ON REINFORCEMENT BARS, EXCEPT AS NOTED.

ALL DIMENSIONS ARE IN U.S. CUSTOMARY UNITS.

ALL FILLET WELDS SHOWN ARE MINIMUM SIZE UNLESS NOTED OTHERWISE.

BRIDGES, 17TH EDITION; PENNDOT DESIGN MANUAL - PART 4, MAY 2012 EDITION.

2006 (UNLESS NOTED OTHERWISE); AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY

LUMINAIRES AND TRAFFIC SIGNALS, 4TH EDITION, 2001, INCLUDING INTERIMS THROUGH

AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

DESIGN SPECIFICATIONS:

AND TRAFFIC SIGNALS (2005).

STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES,

INSTALLATION, INSPECTION, MAINTENANCE, AND REPAIR OF

U-BOLT INSTALLATION: PER FHWA PUB GUIDELINES FOR THE

BOLTS: PER PENNDOT PUB 408 SECTION 1230.2(k)

ANCHOR BOLTS: PER PENNDOT PUB 408 SECTION 1230.2(k)

PROVIDE BOLTS CONFORMING TO THE FOLLOWING:

FOR CHORDS.

MEMBERS ARE ONLY PERMITTED FOR COLUMNS. PRESS-BREAK MEMBERS ARE NOT PERMITTED

MINIMUM THICKNESS OF PRESS-BREAK MEMBERS TO BE 8 (5/16"). ALTERNATE PRESS-BREAK

FROM THE CENTER OF THE MEMBER TO THE MID-POINT OF ANY CHORD OF THE MEMBER.

THEY ARE REPLACING. EQUIVALENT RADIUS FOR PRESS-BREAK MEMBERS IS MEASURED

ALTERNATE PRESS-BREAK MEMBERS MUST HAVE THE EQUIVALENT STRENGTH OF THE MEMBER

ALTERNATE PRESS-BREAK MEMBERS:

ANGLES, SHAPES, AND PLATES: PER PENNDOT PUB 408 SECTION 1230.2(k)

PIPE COLUMNS: PER PENNDOT PUB 408 SECTION 1230.2(k)

& PIPE BRACING

PIPE COLUMNS & PIPE CHORDS: PER PENNDOT PUB 408 SECTION 1230.2(k)

PROVIDE STRUCTURAL STEEL CONFORMING TO THE FOLLOWING:

AASHTO/AWS D1.5M/D1.5:2008.

TRAFFIC SIGNALS". USE AASHTO/AWS D1.1/D1.1M:2008 FOR WELDING NOT COVERED IN

SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND

WELDING CODE AND CONTRACT SPECIAL PROVISIONS, AND AASHTO "STANDARD

OF THE PENNDOT PUB 408 (LET DATE VERSION), AASHTO/AWS D1.5M/D1.5:2008-BRIDGE

PROVIDE MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH THE CURRENT VERSIONS

MATERIALS AND WORKMANSHIP:

6.

5.

4.

3.

2.

1.

GENERAL NOTES:

REFERENCE DRAWINGS

REINFORCEMENT BAR FABRICATION DETAILS

CLASSIFICATION OF EARTHWORK FOR STRUCTURES

TYPE 31 STRONG POST GUIDE RAIL

TYPE 2 WEAK POST GUIDE RAIL

BARRIER PLACEMENT AT OBSTRUCTIONS

SINGLE FACE CONCRETE BARRIER PLACEMENT AT MEDIAN PIERS

RC-11M

RC-51M

RC-53M

RC-54M

RC-58M

BC-736M

BC-741M

ALLOWABLE ANCHOR BOLT STRESSES AASHTO 2001 SIGN SPECS. 5.17

BOLT DESIGN CRITERIA AASHTO 2001 SIGN SPECS. 5.16

COMBINED BOLT SHEAR AND TENSION 10.32.3.3.3

BOLT PRYING ACTION 10.32.3.3.2

SLIP-CRITICAL BOLT ALLOWABLE 10.32.3.2.1

ALLOWABLE BOLT STRESSES TABLE 10.32.3B

BOLT CRITERIA AASHTO HIGHWAY BRIDGES (U.N.O.)

OVERHEAD SIGN STRUCTURES

GROUP LOADS AASHTO 2001 SIGN SPECS. 3.4

F

**

**

OFSHEET

COMMONWEALTH OF PENNSYLVANIA

OFSHEETRECOMMENDEDRECOMMENDED

MAINTENANCE AND OPERATIONS

BUREAU DIRECTOR, BUREAU OF

PENNSYLVANIA TURNPIKE COMMISSION

CHIEF ENGINEER,

RANSPORTATIONTEPARTMENT OF DOMMISSIONCURNPIKE TENNSYLVANIA P

XXX XX, 2017 XXX XX, 2017

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