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