NEWJERSEYDEPARTMENTOFTRANSPORTATION
DESIGNMANUALBRIDGESANDSTRUCTURES
DIVISION2 STANDARDDRAWINGS
CONTENTS
DESCRIPTION PLATE NOTE
ORNAMENTAL SINGLE RAIL
1Rail Railing ...... 2.1-1
CRASH TESTED OPEN STEEL RAILING SYSTEM
4-bar open steel bridge railing, Typical Section and
Elevation ...... 2.2-1
4-bar open steel bridge railing- Details ...... 2.2-2
PRETENSIONED PRESTRESSED CONCRETE I BEAMS
Notes to Designer ...... 2.3-1
1125 MM Pretensioned Prestressed Concrete Beams ...... 2.4-1 (2)
1350 MM Pretensioned Prestressed Concrete Beams ...... 2.4-2 (2)
1575 MM Pretensioned Prestressed Concrete Beams ...... 2.4-3 (2)
1800 MM Pretensioned Prestressed Concrete Beams ...... 2.4-4 (2)
HIGH LOAD MULTI - ROTATIONAL BEARING ASSEMBLIES
Elastomeric Bearing ...... 2.51 (8)
Multi-Rotational Bearing ...... 2.5-2 (8)
Seismic Isolation Bearing ...... 2.5-3 (8)
STRUCTURAL COMPONENT DETAILING
Typical Details No. 1 ...... 2.61
Typical Details No. 2 ...... 2.62
UTILITY INSTALLATIONS
P.S.E.G. Co., Typical Hanger Installation of 125 MM (5”)
or 150 MM (6”) Fiberglass Conduits for Steel Girder
Bridges, (Sheet 1 of 2) ...... 2.71 (3)
P.S.E. & G. Co., Typical Hanger Installation of 125 MM (5”)
or 150 MM (6”) Fiberglass Conduits for Steel Girder
Bridges, (Sheet 2 of 2) ...... 2.72 (3)
Bell Atlantic-NJ, Typical Installation of 100 MM (4”)
Diameter Fiberglass Ducts on Bridges ...... 2.73 (3)
G.P.U. Energy, Standard Installation of 150 MM Fiberglass
Conduit under Highway Bridges ...... 2.7-4 (3)
OVERHEADSIGNSTRUCTURES
General Information ...... 2.81 (4)(5)
General Criteria ...... 2.82 (4)(5)
Design Tables Steel Trusses and Steel Towers
(Span Length 15 M to 24 M) ...... 2.83 (4)(5)
Design Tables Steel Trusses and Steel Towers
(Span Length 27 M to 36 M) ...... 2.84 (4)(5)
Design Tables Steel Trusses and Steel Towers
(Span Length 39 M to 51 M) ...... 2.85 (4)(5)
Pedestal and Barrier Pedestal Design Tables
and Details ...... 2.8-6 (4)(5)
Footing Design Tables and Details ...... 2.8-7 (4)(5)
General Notes, Plan and Elevations ...... 2.9-1 (4)
Schedule of Structures ...... 2.9-2 (4)
Schedule of Foundations and Miscellaneous Details ...... 2.9-3 (4)
Foundation Details ...... 2.9-4 (4)
Steel Truss Details - Sheet 1 ...... 2.9-5 (4)
Steel Truss Details - Sheet 2 ...... 2.9-6 (4)
Steel Tower Details - Sheet 3 ...... 2.9-7 (4)
Tower Shaft Base Details and Miscellaneous Details ...... 2.9-8 (4)
Truss Seat Tables and Miscellaneous Details ...... 2.9-9 (4)
Maintenance Walkway Details ...... 2.9-10 (4)
Typical Electrical Details ...... 2.9-11 (4)
CANTILEVERSIGNSUPPORTSTRUCTURES
General Information ...... 2.101 (4)(5)
General Criteria ...... 2.102 (4)(5)
Design Tables Steel Trusses and Steel Posts ...... 2.103 (4)(5)
Pedestal and Barrier Pedestal Design Tables
and Details ...... 2.104 (4)(5)
Footing Design Tables and Details ...... 2.105 (4)(5)
General Notes and Elevation ...... 2.111 (4)
Structure and Foundation Schedules ...... 2.112 (4)
Foundation Details ...... 2.113 (4)
Truss and Post Details - Sheet 1 ...... 2.114 (4)
Truss and Post Details - Sheet 2 ...... 2.11-5 (4)
Post Base and Foundation Details ...... 2.116 (4)
Maintenance Walkway Details ...... 2.117 (4)
Typical Electrical Details ...... 2.118 (4)
NOISE WALL BARRIERS
Precast Concrete Panel Details ...... 2.12-1 (6)
Precast Concrete Post Details...... 2.12-2 (6)
Foundation Details...... 2.12-3 (6)
Precast Concrete Panel Details...... 2.12-4 (6)
INTEGRAL ABUTMENTS
Integral Abutments, Construction Details (Sheet 1) ...... 2.13-1 (7)
Integral Abutments, Construction Details (Sheet 2) ...... 2.13-2 (7)
Integral Abutments, Construction Details (Sheet 3) ...... 2.13-3 (7)
Integral Abutments, Construction Details (Sheet 4) ...... 2.13-4 (7)
Integral Abutments, Construction Details (Sheet 5) ...... 2.13-5 (7)
PROPRIETARY RETAINING WALLS
Control Plan (Sheet 1) ...... 2.14-1 (9)
Control Plan (Sheet 2) ...... 2.14-2 (9)
PRECAST REINFORCED CONCRETE (R. C.) BOX CULVERTS
Single Cell Precast R. C. Box Culvert
General Plan and Elevation ...... 2.15-1 (10)
Single Cell Precast R. C. Box Culvert - Culvert Details ...... 2.15-2 (10)
Single Cell Precast R. C. Box Culvert
Post Tensioning Details ...... 2.15-3 (10)
Single Cell Precast R. C. Box Culvert
Cast In Place Concrete Apron, Excavation & Guide Rail
Details ...... 2.15-4 (10)
Single Cell Precast R. C. Box Culvert
Cast In Place Wingwall & Footing Details ...... 2.15-5 (10)
NOTES
(1) The 594 by 841 MM Standard Drawings have been reduced in this Manual to 210
by 297 MM size for convenience. Full size mylar reproductions for use with Con
tract Plans are available in accordance with Subsection 1.8.9. Full size prints are
available at cost upon written request.
(2) Also see Subsection 1.25.1 of this Manual.
(3) These are utility company standard drawings and are intended to be used only as
guide sheets in the preparation of Contract Plans.
(4) Also see Division 1 Section 32 of this Manual.
(5) Design Information and Instruction Sheet. Not to be included in Contract Plans.
(6) Also see Division 1 Section 47 of this Manual.
(7) Also see Division 1 Section 15 of this Manual.
(8) Also see Subsection 1.24.19 of this Manual.
(9) Refer to Subsections 1.7.2 and 1.8.3 of this Manual.
(10) Also refer to Subsection 1.30.4 of this Manual.
NJDOT Design Manual for Bridges and Structures II-1 Table of Contents