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Design Manual

Summary of Revisions


DESCRIPTION


DATE

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

DOCUMENT CHANGE MEMO

DESCRIPTION

ISSUANCE OF DESIGN MANUAL

DATE

06/06/2007

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

All

DOCUMENT CHANGE MEMO

N/A

DESCRIPTION

REVISED 3RD SKETCH IN EXHIBIT 1A-40, U-TURN STRUCTURAL SECTION

DATE

08/02/2007

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

1A.5.3

DOCUMENT CHANGE MEMO

N/A

DESCRIPTION

ADDED PARAGRAPH UNDER “THE EXTREME EVENT LIMIT STATES – DIRECTION” TO PROVIDE LOAD RATINGS FOR NEW BRIDGES AS REQUIRED BY THE NBIS FOR STRUCTURAL INVENTORY AND APPRAISAL (SI&A) DATABASE

DATE

08/02/2007

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.1

DOCUMENT CHANGE MEMO

N/A

DESCRIPTION

REVISED 3RD PARAGRAPH OF SUBSECTION DIRECTION ON REPLACING EXISTING INLETS WITH ECO GRATE OR CURB PIECE

DATE

06/01/2007

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

4.7.5

DOCUMENT CHANGE MEMO

N/A

DESCRIPTION

DESIGN REQUIREMENT FOR SEISMIC EVALUATIONS IS REVISED TO REFLECT CURRENT NEHRP (2003) PROVISIONS

DATE

12/18/2007

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.6.3

DOCUMENT CHANGE MEMO

DCA2007-DM-1

DESCRIPTION

REVISED EXHIBIT 1A-23 TO INCLUDE ABSOLUTE MINIMUM VALUES FOR RAMP LANE WIDTHS

DATE

12/18/2007

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

1A.3.4

DOCUMENT CHANGE MEMO

DCA2007-DM-2

DESCRIPTION

CORRECTION OF TYPOGRAPHICAL ERROR IN THE SHOULDER WIDTHS OF EXHIBITS 2-108 AND 2-100

DATE

12/05/2007

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Exhibits 2-108 and 2-110

DOCUMENT CHANGE MEMO

DCA2007-DM-3

DESCRIPTION

REVISED LANGUAGE IN THE FIRST AND FIFTH PARAGRAPHS OF THIS SECTION FOR SPAN-TYPE SIGN STRUCTURES

DATE

12/21/2007

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.5.1.2.a

DOCUMENT CHANGE MEMO

DCA2007-DM-4

DESCRIPTION

ADDITIONAL GUIDANCE PROVIDED FOR THE SELECTION OF CANTILEVERED OR NON-CANTILEVERED PIERS

DATE

08/25/2008

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.5.1

DOCUMENT CHANGE MEMO

DCA2008-DM-1 Memo

Page 2-22

DESCRIPTION

REVISED EXHIBIT 2-214 FOR GENERAL GUIDELINES ON TURNPIKE PIER DETAILS

DATE

08/25/2008

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2-214

DOCUMENT CHANGE MEMO

DCA2008-DM-1 Memo

Page 2-95

DESCRIPTION

CONSTRUCTION OF LONGITUDINAL JOINTS FOR WIDE STRUCTURES

DATE

08/25/2008

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.4.2(1)

DOCUMENT CHANGE MEMO

DCA2008-DM-2 Memo

Page 2-11

DESCRIPTION

GUIDANCE PROVIDED FOR THE USE OF INTEGRAL ABUTMENTS ON BRIDGES

DATE

08/25/2008

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.5.2(5)

DOCUMENT CHANGE MEMO

DCA2008-DM-3 Memo

Page 2-23

DESCRIPTION

REVISED EXHIBIT 2-200 ABUTMENT PLANS

DATE

08/25/2008

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2-200

DOCUMENT CHANGE MEMO

DCA2008-DM-3 Memo

Page 2-81

DESCRIPTION

ADDITIONAL DESIGN STRUCTURAL SOFTWARE

DATE

10/15/2008

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.7.2

DOCUMENT CHANGE MEMO

DCA2008-DM-4 Memo

Pages 2-31 & 2-32

DESCRIPTION

REVISION OF GARDEN STATE PARKWAY PAVEMENT SECTION EXHIBITS 1B-13, 1B-14 AND 1B-15

DATE

11/21/2008

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

1 B.3.2– Exhibits 1B-13, 1B-14 and 1B-15

DOCUMENT CHANGE MEMO

DCA2008-DM-6 Memo

Page 1B-11

Page 1B-12

DESCRIPTION

REINFORCEMENT STEEL

DATE

04/07/2009

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.3.3

DOCUMENT CHANGE MEMO

DCA2009-DM-01

Revised Page 2-8

DESCRIPTION

REPLACING ENTIRE SECTION

DATE

06/03/2009

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2

DOCUMENT CHANGE MEMO

DCA2009-DM-2 Section 2

DESCRIPTION

REVISIONS MADE TO THE JOINT CLASS REQUIRED FOR PRECAST CONCRETE CONSTRUCTION BARRIER USED AS A BRIDGE PARAPET.

DATE

07/30/2009

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

9.8.3

DOCUMENT CHANGE MEMO

DCA2009-DM-03

DESCRIPTION

CREATION OF NEW SECTION FOR DESIGN MANUAL, SECTION 12 ENTITLED ENVIRONMENTAL ENGINEERING

DATE

09/02/2009

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

12

DOCUMENT CHANGE MEMO

DCA2009-DM-04

DESCRIPTION

CLARIFICATION ON THE CONCRETE CLASSES USED FOR DIFFERENT ELEMENTS OF NOISE BARRIER CONSTRUCTION

DATE

06/16/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.7.8.1

DOCUMENT CHANGE MEMO

DCA2010-DM-01

DESCRIPTION

REVISION TO PRECLUDE THE USE OF CANTILEVERED SECTIONS OF ABUTMENT WINGWALLS ("ELEPHANT EARS") TO ELIMINATE FUTURE SETTLEMENT OF ADJACENT APPROCH SHOULDERS DUE TO POOR COMPACTION OF SOILS BELOW THE CANTILEVERED SECTION.

DATE

06/16/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.5.2(1)

DOCUMENT CHANGE MEMO

DCA2010-DM-02

DESCRIPTION

NEW SUBSECTION 11 ADDED TO SUBPART 2.2.4.1. CLAIRIFICATION PROVIDED TO THE DESIGN ENGINEERS REGARDING THE DESIGN OF THERMAL MOVEMENTS FOR DECK JOINTS. GUIDENANCE IS ALOS PROVIDED AS TO THE JOINT TYPE, EITHER STRIP SEAL OR MODULAR, TO BE USED ON MAXIMUM MOVEMENT RATINGS.

DATE

07/13/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.4.1

DOCUMENT CHANGE MEMO

DCA2010-DM-03

DESCRIPTION

INCLUDED LANGUAGE PROVIDING DESIGN ENGINEERS WITH GUIDANCE FOR THE DESIGN SPEED TO BE USED FOR THE DESIGN OF TEMPORARY IMPACT ATTENUATORS AS MUTCD AND AASHTO ROADSIDE DESIGN GUIDE DO NOT PROVIDE ANY RECOMMENDATIONS.

DATE

07/19/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

9.17.12.1

DOCUMENT CHANGE MEMO

DCA2010-DM-04

DESCRIPTION

A NEW SUBSECTION HAS BEEN ADDED PROVIDING GUIDANCE TO THE DESIGN ENGINEERS REGARDING DIFFERENT ASPECTS TO BE CONSIDERED DURING THE DESIGN PHASE WHEN TRAFFIC SHIFTS ARE REQUIRED.

DATE

07/19/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

9.7.6

DOCUMENT CHANGE MEMO

DCA2010-DM-05

DESCRIPTION

ALLOWED THE USE OF CLASS A CONCRETE WITH CONCRETE PENETRATING SEALER IN SITUATIONS WHERE ONLY A SMALL QUANTITY IS REQUIRED IT IS COST PROHIBITIVE OR UNNECESSARY TO USE HPC.

DATE

07/19/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.3.2

DOCUMENT CHANGE MEMO

DCA2010-DM-06

DESCRIPTION

CHANGES HAVE BEEN MADE TO INTRODUCE THE LRFR MANUAL TO DESIGN ENGINEERS AND STIPULATE ITS USAGE FOR NEW AND REHABILITATION BRIDGE DESIGN PROJECTS, THIS REVISION ALSO STIPULATE THE DELIVERABLES REQUIRED TO BE SUBMITTED AS PART OF THE PHASE C SUBMISSION.

DATE

07/20/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.1 and 2.2.2

DOCUMENT CHANGE MEMO

DCA2010-DM-07

DESCRIPTION

LANGUAGE HAS BEEN ADDED TO DIRECT DESIGN ENGINEERS WHEN AND WHERE CONDUIT SHALL BE PLACED IN PARAPETS ON NEW JERSEY TURNPIKE AUTHORITY STRUCTURES.

DATE

07/21/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

7.4.4.2

DOCUMENT CHANGE MEMO

DCA2010-DM-08

DESCRIPTION

CHANGES HAVE BEEN MADE TO INCLUDE A REVISION TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS REGARDING VEHICLE AND RAILWAY COLLISIONS WITH STRUCTURES.

DATE

07/21/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.2

DOCUMENT CHANGE MEMO

DCA2010-DM-09

DESCRIPTION

REVISED THE LANGUAGE UNDER MAINTENANCE CONSIDERATIONS TO UPDATE AND CLARIFY DESIGN LAYOUT GUIDANCE FOR ACCESS TO AREAS BETWEEN NOISE BARRIERS AND RIGHT-OF WAY LINES FOR INSPECTION, REPAIRS, MAINTENANCE, ETC. BASED ON COMMENTS RECEIVED FROM NJTA MAINTENANCE DEPARTMENT ON WIDENING PROGRAM DESIGN SUBMISSIONS.

DATE

07/21/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.7.5(3)

DOCUMENT CHANGE MEMO

DCA2010-DM-10

DESCRIPTION

TO INCLUDE PROVISIONS FOR DESIGN OF END DIAPHRAGMS TO ACCOMMODATE SERVICE CONDITIONS AND FUTURE USE AS JACKING POINTS FOR BEARING REPLACEMENTS WHERE JACKING COULD BE PERFORMED UNDER TRAFFIC. TO INCLUDE ACCESS TO THE PORTIONS OF STEELWORK, GIRDERS AND END DIAPHRAGMS FOR INSPECTION, MAINTENANCE, REPAIRS, JACKING AND FUTURE CLEANING AND PAINTING.

DATE

07/21/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.4.1(7)

DOCUMENT CHANGE MEMO

DCA2010-DM-11

DESCRIPTION

LANGUAGE HAS BEEN ADDED TO PROVIDE GUIDANCE TO THE DESIGN ENGINEERS REGARDING SHOULDER WIDTHS ON NJTA AND GSP ROADWAYS.

DATE

08/20/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.1

DOCUMENT CHANGE MEMO

DCA2010-DM-12

DESCRIPTION

SECTIONS 1A, 1B, AND 3 HAVE BEEN REVISED TO ACCOMMODATE CURRENT DESIGN STANDARDS/TRENDS AND ADDRESS CONSISTENCY WITH RECENTLY UPDATED STANDARD DRAWINGS AND DETAILS.

DATE

08/30/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

1A, 1B, and 3

DOCUMENT CHANGE MEMO

DCA2010-DM-13

DESCRIPTION

SEISMIC DESIGN CRITERIA FOR NJTA OWNED BRIDGES HAS BEEN REVISED TO ACCOMMODATE RECENTLY INTRODUCED CHANGES TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS AND ITS COMPANION SEISMIC DESIGN GUIDE SPECIFICATIONS

DATE

09/09/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.6

DOCUMENT CHANGE MEMO

DCA2010-DM-14

DESCRIPTION

SEISMIC DESIGN CRITERIA FOR NOISE BARRIERS HAS BEEN REVISED TO ACCOMMODATE RECENTLY INTRODUCED CHANGES TO THE AASHOT LRFD BRIDGE DESIGN SPECIFICATIONS AND ITS COMPANION SEISMIC DESIGN GUIDE SPECIFICATIONS

DATE

09/09/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.7.3

DOCUMENT CHANGE MEMO

DCA2010-DM-15

DESCRIPTION

DELETION OF THE FIRST PARAGRAPH OF SECTION 2.2.1.2 AND THE LAST PARAGRAPH OF SECTION 2.2.2 THAT WERE INADVERTENTLY NOT DELETED AS PART OF DCA2010-DM-07

DATE

09/27/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.1.2 and 2.2.2

DOCUMENT CHANGE MEMO

DCA2010-DM-16

DESCRIPTION

DESIGN MANUAL SECTION 4 HAS BEEN REVISED TO INCLUDE HIGH DENSITY POLYETHYLENE PIPE (HDPE) AND DUCTILE IRON PIPE, TO ELIMINATE THE USE OF CORRUGATED ALUMINUM/STEEL PIPE, TO REVISE INLET DESIGNATIONS OF D-INLETS AND G-GRATES AND TO REVISE DESIGNATION OF “STREAM ENCROACHMENT” TO “FLOOD HAZARD AREA”.

DATE

09/30/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

4

DOCUMENT CHANGE MEMO

DCA2010-DM-17

DESCRIPTION

CHANGES HAVE BEEN MADE TO CLARIFY THAT THE MODIFICATION TO THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS REGARDING LIVE LOADS ARE NOT TO BE APPLIED TO MODULAR JOINT DESIGN.

DATE

11/05/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.2

DOCUMENT CHANGE MEMO

DCA2010-DM-18

DESCRIPTION

TO CORRECT AN ERRONEOUS EXHIBIT DETAIL REFERENCE.

DATE

11/05/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.5.2.5a

DOCUMENT CHANGE MEMO

DCA2010-DM-19

DESCRIPTION

TO UPDATE LANGUAGE TO ASSURE THAT CURRENT PARAMETERS WILL DEFINE THE ECONOMY OF STEEL FABRICATIONS. THIS RULE OF THUMB FOR THE 50% RULE FOR FLANGE PLATE TRANSITIONS IS PROVIDED BY THE NATIONAL STEEL BRIDGE ALLIANCE (NSBA). THE CURRENT DESIGN MANUAL LANGUAGE IS OVERLY RESTRICTIVE.

DATE

11/05/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.4.1(10)

DOCUMENT CHANGE MEMO

DCA2010-DM-20

DESCRIPTION

CHANGES HAVE BEEN MADE TO DELETE THE ALLOWANCE FOR A FUTURE WEARING SURFACE ON BARE CONCRETE DECK BRIDGES.

DATE

11/05/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.2.2 and 2.2.4.2(1a)

DOCUMENT CHANGE MEMO

DCA2010-DM-21

DESCRIPTION

THE ERRONEOUS REQUIREMENT THAT THE REINFORCEMENT SUPPORT BARS BE GALVANIZED HAS BEEN DELETED.

DATE

11/09/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2-303

DOCUMENT CHANGE MEMO

DCA2010-DM-22

DESCRIPTION

TO IDENTIFY AND UPDATE CONSIDERATIONS AND REQUIREMENTS FOR DESIGN OF ALTERNATE RETAINING WALLS, PREFABRICATED MODULAR WALLS AND MECHANICALLY STABILIZED EMBANKMENT WALLS FOR NJTA PROJECTS.

DATE

12/08/2010

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

2.3.2

DOCUMENT CHANGE MEMO

DCA2010-DM-23

DESCRIPTION

TO REVISE THE EXHIBITS TO CONFORM WITH THE RECENT DESIGN MANUAL AND SPECIFICATION UPDATES FOR THE DESIGN OF ALTERNATE RETAINING WALLS, PREFABRICATED MODULAR WALLS AND MECHANICALLY STABILIZED EMBANKMENT WALLS ON NJTA PROJECTS.

DATE

01/14/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Series 500 Exhibits

DOCUMENT CHANGE MEMO

DCA2011-DM-01

DESCRIPTION

SECTION 2.5 AND VARIOUS EXHIBITS IN THE STRUCTURES DESIGN SECTION PERTAINING TO TURNPIKE AND PARKWAY OVERHEAD AND CANTILEVER SIGN STRUCTURES REQUIRE REVISION TO COMPLY WITH THE NEW GARDEN STATE PARKWAY SIGN STRUCTURE STANDARD DRAWINGS SI-35, SI-39, SI-40 AND SI-41. THE AFFECTED EXHIBITS ARE 2-404, 2-405, 2-408, 2-409, 2-410, 2-411 AND 2-412.

DATE

04/05/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.5 and Series 400 Exhibits

DOCUMENT CHANGE MEMO

DCA2011-DM-02

DESCRIPTION

OUTDATED LANGUAGE REGARDING THE SELECTION OF BRIDGE BEARINGS HAS BEEN DELETED AND ADDITIONAL LANGUAGE HAS BEEN ADDED TO GUIDE THE DESIGNERS IN SELECTION OF BEARINGS FOR NEW AND RETROFITTED BRIDGES.

DATE

06/21/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.2.4.3.2

DOCUMENT CHANGE MEMO

DCA2011-DM-03

DESCRIPTION

TO CLARIFY HOW THE IMPACT LOAD FROM THE BARRIER PARAPET IS TO BE APPLIED TO THE PROPRIETARY RETAINING WALL.

DATE

06/22/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.3.2.6

DOCUMENT CHANGE MEMO

DCA2011-DM-04

DESCRIPTION

THIS DCA IS ESSENTIALLY A RELOCATION OF SECTION 2.2.4.1.11 FROM “SUPERSTRUCTURE DESIGN” TO “MODIFICATIONS TO CURRENT CODES” SO IT IS MORE CLEAR THAT THE DESIRED THERMAL EFFECTS ARE TO BE APPLIED FOR ALL ASPECTS OF BRIDGE DESIGN.

DATE

06/29/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.2.2.3.10

DOCUMENT CHANGE MEMO

DCA2011-DM-05

DESCRIPTION

THIS DCA PROVIDES GUIDANCE FOR THE USE OF EXHIBIT 3-4.

DATE

11/03/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 3, Subsection 3.2.2

DOCUMENT CHANGE MEMO

DCA2011-DM-06

DESCRIPTION

DESIGN STANDARD MINIMUMS HAVE BEEN UPDATED FOR BRIDGE MOUNTED LIGHTING TO MITIGATE FATIGUE ISSUES IN WELDED ALUMINUM LIGHT STANDARDS. LIGHT STANDARD VENDORS MUST NOW EXAMINE FATIGUE ISSUES RELATED TO BRIDGE MOUNTED STRUCTURES PRIOR TO BEING PERMITTED TO BID FABRICATION OF THESE ITEMS.

DATE

11/07/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.6

DOCUMENT CHANGE MEMO

DCA2011-DM-07

DESCRIPTION

CLARIFIES THAT CLASS P CONCRETE SHALL BE USED FOR ALL PRECAST ELEMENTS.

DATE

11/09/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.2.3.2 and 2.7.8

DOCUMENT CHANGE MEMO

DCA2011-DM-08

DESCRIPTION

REPLACES CORRUGATED METAL PIPE (CMP) WITH HIGH DENSITY POLYETHYLENE PIPE (HDPE) FOR UNDERDRAIN PIPE DUE TO CORROSION ISSUES WITH CMP. ALSO ELIMINATES AN INCORRECT CALLOUT AT THE APPROACH SLAB THAT CONFLICTS WITH STANDARD DRAWING BR-6.

DATE

11/09/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Exhibit 2-201

DOCUMENT CHANGE MEMO

DCA2011-DM-09

DESCRIPTION

REPLACES CORRUGATED METAL PIPE (CMP) WITH HIGH DENSITY POLYETHYLENE PIPE (HDPE) FOR UNDERDRAIN PIPE DUE TO CORROSION ISSUES WITH CMP.

DATE

11/09/2009

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.3.6d, Exhibit 2-203 & Exhibit 2-204

DOCUMENT CHANGE MEMO

DCA2011-DM-10

DESCRIPTION

CLARIFIES THAT THE PILE SLEEVE SHOWN IS REQUIRED AS PER DESIGN ONLY.

DATE

11/09/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Exhibit 2-205

DOCUMENT CHANGE MEMO

DCA2011-DM-11

DESCRIPTION

PROVIDES DIRECTION TO THE DESIGN ENGINEER REGARDING PIER COLUMN REINFORCEMENT DETAILING BEYOND THE AASHTO LRFD CODE.

DATE

11/07/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsections 2.2.2

DOCUMENT CHANGE MEMO

DCA2011-DM-12

DESCRIPTION

THIS CHANGE PROVIDES MORE FREEDOM TO THE DESIGN ENGINEER REGARDING SUPERSTRUCTURE DESIGN IN CERTAIN SITUATIONS RESULTING IN MORE ECONOMICAL DESIGNS

DATE

11/17/2011

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsections 2.2.4.1.1a

DOCUMENT CHANGE MEMO

DCA2011-DM-13

DESCRIPTION

CHANGES HAVE BEEN MADE TO INTRODUCE THE NJTA LOAD RATING MANUAL TO DESIGN ENGINEERS AND STIPULATE ITS USAGE FOR NEW AND REHABILITATION BRIDGE DESIGN PROJECTS. THIS REVISION ALSO CLARIFIES THE LOAD RATING ANALYSIS AND RESULTS WHICH SHALL BE INCLUDED IN THE PHASE C SUBMISSION.

DATE

01/25/2012

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.2.1.2 and 2.2.7

DOCUMENT CHANGE MEMO

DCA2012-DM-01

DESCRIPTION

CHANGES HAVE BEEN MADE REGARDING THE SPECIFICATION AND DESIGN OF ANCHOR BOLTS AND HORIZONTAL FORCES.

DATE

04/04/2012

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.2.4.3.2

DOCUMENT CHANGE MEMO

DCA2012-DM-02

DESCRIPTION

DEFLECTION DESIGN CRITERIA UPDATED TO BETTER REFLECT AASHTO INTENT AND DISCONNECT LIVE LOAD MODEL USAGE FROM RECENTLY REVISED AND INCREASED DESIGN LIVE LOADS.

DATE

08/15/2012

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.2.2

DOCUMENT CHANGE MEMO

DCA2012-DM-03

DESCRIPTION

INCREASED WEIGHT OF TRUCK TRAFFIC ON THE TURNPIKE MAINLINE AND RAMPS HAS BEEN IDENTIFIED AS GREATLY EXCEEDING CURRENT AASHTO MINIMUM DESIGN CRITERIA VIA WEIGH IN MOTION STUDIES. THIS REVISION INCREASES THE LIVE LOAD FOR THE TURNPIKE MAINLINE AND RAMP STRUCTURES ONLY IN ORDER TO PREVENT UNDER DESIGNED BRIDGES. THE DESIGN LIVE LOAD FOR THE PARKWAY REMAINS UNCHANGED.

DATE

08/15/2012

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Subsection 2.2.2

DOCUMENT CHANGE MEMO

DCA2012-DM-04

DESCRIPTION

SECTION 2.2.6 HAS BEEN REVISED TO CLARIFY INTENT OF REHABILITATION DESIGN, MORE CLEARLY DEFINE ACCEPTABLE LEVELS OF DAMAGE ENCOUNTERED IN A SEISMIC EVENT, AND TO REVISE THE DEFINITIONS FOR ESSENTIAL AND CRITICAL BRIDGES TO MORE CLOSELY COINCIDE WITH FHWA AND AASHTO DESIGN MANUALS.

DATE

11/14/2012

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 2.2.6

DOCUMENT CHANGE MEMO

DCA2012-DM-05

DESCRIPTION

CHANGES TO THE ENVIRONMENTAL ENGINEERING SECTION OF THE DESIGN MANUAL ARE BEING IMPLEMENTED TO CLARIFY THE RESPONSIBILITIES OF THE DESIGN CONSULTANT RELATIVE TO ENVIRONMENTAL INVESTIGATIONS INCLUDING THAT OF THE LICENSED SITE REMEDIATION PROFESSIONAL.

DATE

01/10/2013

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 12

DOCUMENT CHANGE MEMO

DCA2013-DM-01

DESCRIPTION

REPLACE SECTIONS 6A AND 6B WITH COMBINED SECTION 6 (SIGNING AND STRIPPING), INCLUDING REVISED POLICIES, PRACTICES AND STANDARDS FOR BOTH THE TURNPIKE AND PARKWAY.

DATE

01/17/2013

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 06

DOCUMENT CHANGE MEMO

DCA2013-DM-02

DESCRIPTION

UPDATES TO THE DESIGN MANUAL ARE NECESSARY TO INCORPORATE A SAMPLE STORMWATER MAINTENANCE PLAN AND TO CLARIFY THE SUBMISSION REQUIREMENTS.

DATE

03/05/2014

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 4

DOCUMENT CHANGE MEMO

DCA2014-DM-01

DESCRIPTION

THIS CHANGE REVISES SUBMITTAL REQUIREMENTS PERTAINING TO TRAFFIC CONTROL ON LOCAL ROADWAYS THAT REQUIRE NJDOT REVIEW AND INVOLVEMENT IN ADDITION TO LOCAL COUNTY AND/OR MUNICIPALITY RESOLUTIONS ESTABLISHING INSTALLATION OR MODIFICATION OF A TRAFFIC CONTROL DEVICE OR ESTABLISHING A TRAFFIC REGULATION. TRAFFIC CONTROL IS SPECIFIC TO LOCAL ROAD DETOURS EXCEEDING 48 HOURS AND TRAFFIC CONTROL AFFECTING STATE HIGHWAYS.

DATE

03/11/2014

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 1.A.5 and 1.B.6

DOCUMENT CHANGE MEMO

DCA2014-DM-02

DESCRIPTION

THE TRAFFIC CONTROL FOR THE BOTH ROADWAYS HAS BECOME SIMILAR. REVISIONS TO SECTION 9, 9.1, INTRODUCTION AND LANE AND ROADWAY CLOSURES SECTION 9.7.1, LANE CLOSINGS. NEW STANDARD DRAWINGS FOR MOBILE LANE CLOSINGS HAS BEEN ADDED AS A REFERENCE.

DATE

06/13/2014

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 9

DOCUMENT CHANGE MEMO

DCA2014-DM-03

DESCRIPTION

DESIGN MANUAL LANGUAGE IS TO BE CHANGED TO COINCIDE WITH NEW STANDARD DRAWINGS AND STANDARD SPECIFICATIONS. REVISIONS ARE MADE TO SUBSECTIONS 2.2.4.3.1 AND 2.2.4.3.2 ADDITIONAL CHANGE IS MADE TO ACCOUNT FOR THERMAL MOVEMENT OF SKEWED AND CURVED BRIDGES.

DATE

12/03/2014

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 2.2.4.3

DOCUMENT CHANGE MEMO

DCA2014-DM-05

DESCRIPTION

REMOVED LANGUAGE IN SECTIONS 6.4.2 AND 6.4.2.1 OF THE DESIGN MANUAL RELATING TO ENHANCED INTEGER MILE MARKERS ON THE TURNPIKE.

DATE

01/06/2015

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 6.4.2 and 6.4.2.1

DOCUMENT CHANGE MEMO

DCA2015-DM-01

DESCRIPTION

GROUND MOUNTED SIGNS

DATE

12/05/2016

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 2.5

DOCUMENT CHANGE MEMO

DCA2016DM-01

DESCRIPTION

TRAFFIC CONTROL IN WORK ZONES

DATE

05/11/2017

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Sections 9.4 & 9.11

DOCUMENT CHANGE MEMO

DCA2017DM-01

DESCRIPTION

CONTAMINATED SOIL AND GROUNDWATER

DATE

09/13/2017

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Sections 12.1, 12.2, 12.3, 12.4, & 12.5

DOCUMENT CHANGE MEMO

DCA2017DM-02

DESCRIPTION

GEOTECHNICAL DESIGN

DATE

12/21/2017

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

Section 5

DOCUMENT CHANGE MEMO

DCA2017DM-03

DESCRIPTION

DESIGN MANUAL – BRIDGE AND STRUCTURES

DATE

01/31/2019

REVISED SECTION/ SUBSCRIPTION/ EXHIBIT

SECTION 2 STRUCTURES DESIGN

DOCUMENT CHANGE MEMO

DCA2019DM-01

Supplemental Documents

DOCUMENT

VERSION

EFFECTIVE DATE

DESCRIPTION

DOWNLOAD

DOCUMENT

STANDARD VOLTAGE DROP COMPUTATION FORM

VERSION

001

EFFECTIVE DATE

04/16/2009

DESCRIPTION

Document Issuance

DOCUMENT

APPROVED LUMINAIRES, MODEL NUMBERS AND PHOTOMETRIC REQUIREMENTS

VERSION

001

EFFECTIVE DATE

03/10/2010

DESCRIPTION

Document Issuance