STANDARD STRUCTURE DRAWINGS

DWG.	REV.	DESCRIPTION

10-300.00 NEW STRUCTURES

DWG.	REV.	DESCRIPTION

DWG.	REV.	DESCRIPTION

STD-1-1SS	07-24-24	BRIDGE RAILING CONCRETE PARAPET

STD-1-2SS	05-31-24	STEEL SLIDER PLATE ASSEMBLIES FOR SINGLE SLOPE CONCRETE PARAPET AND BRIDGE DECK DRAIN DETAILS

STD-1-3SS	05-10-21	STANDARD SINGLE SLOPE CONCRETE MEDIAN BARRIER

STD-1-4SS	05-10-21	STEEL SLIDER PLATE ASSEMBLIES FOR SINGLE SLOPE CONCRETE MEDIAN BARRIER

STD-1-5	06-05-23	REINFORCED CONCRETE PAVEMENT AT BRIDGE ENDS

STD-1-6	05-10-21	BRIDGE END DRAIN DETAILS 2’ X 8’-7” & 4’ X 8’-7” WITH

PAVEMENT AT BRIDGE ENDS

STD-1-7	05-10-21	BRIDGE END DRAIN DETAILS 2’ X 8’-7” & 4’ X 8’-7” WITH PAVEMENT AT BRIDGE ENDS

STD-1-8	05-10-21	BRIDGE END DRAIN DETAILS 2’ X 8’-7” WITH PAVEMENT AT BRIDGE ENDS

STD-1-9	05-10-21	BRIDGE END DRAIN DETAILS 4’ X 8’-7” WITH PAVEMENT AT BRIDGE ENDS

STD-1-10	05-10-21	BRIDGE END DRAIN DETAILS 2’ X 8’-7” & 4’ X 8’-7” WITHOUT PAVEMENT AT BRIDGE ENDS

STD-1-11	05-10-21	BRIDGE END DRAIN DETAILS 2’ X 8’-7” & 4’ X 8’-7” WITHOUT PAVEMENT AT BRIDGE ENDS

STD-1-12	05-10-21	BRIDGE END DRAIN DETAILS 2’ X 8’-7” WITHOUT PAVEMENT AT BRIDGE ENDS

STD-1-13	05-10-21	BRIDGE END DRAIN DETAILS 4’ X 8’-7” WITHOUT PAVEMENT AT BRIDGE ENDS

STD-2-1	11-01-10	BRIDGE MOUNTED INTERCONNECTED PORTABLE BARRIER RAIL

STD-2-2	VERTICAL PANEL DETAILS

STD-2-3	BRIDGE MOUNTED INTERCONNECTED PORTABLE BARIER RAIL ALTERNATE CONNECTION DETAIL

STD-3-1	11-01-10	STRIPSEAL EXPANSION JOINT NEW CONSTRUCTION

STD-3-2	11-01-10	STRIPSEAL EXPANSION JOINT NEW CONSTRUCTION

STD-4-1	04-08-05	STANDARD PRECAST PRESTRESSED BRIDGE DECK PANELS GENERAL DETAILS

STD-4-2	04-08-05	STANDARD PRECAST PRESTRESSED BRIDGE DECK PANELS DESIGN CRITERIA

STD-4-3	03-02-02	STANDARD PRECAST PRESTRESSED BRIDGE DECK PANELS GENERAL DETAILS

STD-4-4	06-10-96	STANDARD PRECAST PRESTRESSED BRIDGE DECK PANELS CONSTRUCTION DETAILS

STD-5-1	STANDARD PILE DETAILS

STD-5-2	STANDARD PIPE PILE BENT DETAILS

STD-6-1	12-08-23	STANDARD SEISMIC DETAILS

STD-6-2	11-07-94	STANDARD SEISMIC DETAILS

STD-7-1	04-15-20	STANDARD CONCRETE RAIL

STD-8-2SS	SINGLE SLOPE PARAPET STANDARD LIGHT SUPPORT DETAILS

STD-8-3SS	06-15-20	SINGLE SLOPE MEDIAN BARRIER STANDARD LIGHT SUPPORT DETAILS

STD-8-4	02-26-25	SIGN, LUMINAIRE, AND TRAFFIC SIGNAL SUPPORTS

STD-8-5	05-10-21	STANDARD PROTECTIVE FENCE DETAILS

STD-8-6	10-03-18	TRI-STAR STATE EMBLEM FINISH DETAILS

STD-9-1	10-07-08	STANDARD REINFORCING BAR SUPPORT DETAILS FOR CONCRETE SLABS

STD-10-1	06-05-23	MISCELLANEOUS ABUTMENT AND DRAINAGE DETAILS

STD-10-2	06-05-23	MISC. ABUTMENT & PAVEMENT AT BRIDGE ENDS BACKFILL DETAILS

STD-10-3	01-10-24	MISC. ABUTMENT & PAVEMENT AT BRIDGE ENDS DITCH DETAILS

STD-11-1	04-15-20	BRIDGE RAILING CONCRETE PARAPET WITH STRUCTURAL TUBING

STD-11-2	04-15-20	STANDARD CONCRETE CLASSIC RAIL

STD-11-3	04-15-20	STANDARD CONCRETE PEDESTRIAN CLASSIC RAIL

STD-11-4	CONCRETE CLASSIC RAIL (42” TALL)

STD-11-4A	CONCRETE CLASSIC RAIL (42” TALL)

STD-14-1	06-05-23	STANDARD DETAILS AND INTERMEDIATE DIAPHRAGM DETAILS FOR BULB-TEE BEAMS

STD-14-2	03-06-24	STANDARD DETAILS AND INTERMEDIATE DIAPHRAGM DETAILS FOR I-BEAMS

STD-14-3	03-06-24	STANDARD DETAILS FOR PRESTRESSED BOX BEAMS

10-301.00 LRFD BOX CULVERTS

(See Section 2-600.01)

STD-17-1	INDEX OF DRAWINGS

STD-17-2	TERMINOLOGY OF DRAWINGS

STD-17-3	GENERAL NOTES

STD-17-4	DESIGN SECTION LIMITS

STD-17-5	TYPICAL SECTIONS AND DETAILS

STD-17-6	TYPICAL ELEVATION

STD-17-7	CURB, RAIL & EDGE BEAM DETAILS - SKEW NOT LESS THAN 45 DEG.

STD-17-8	EDGE BEAM DETAILS FOR FILLS GREATER THAN 3’ - 6”

STD-17-9	INTERIOR WALL END TREATMENTS

STD-17-10	TYPICAL WINGWALL DETAILS AND NOTES

STD-17-11	WINGWALL DIMENSIONS AND QUANTITIES

STD-17-12	WINGWALL DIMENSIONS AND QUANTITIES

STD-17-13	WINGWALL DIMENSIONS AND QUANTITIES

STD-17-14	WINGWALL DIMENSIONS AND QUANTITIES

STD-17-15	WINGWALL AND SPECIAL RETAINING WALL DESIGN SECTIONS

STD-17-16	WINGWALL DESIGN SECTIONS

STD-17-17	06-01-11	BACKFILL AND DRAINAGE DETAILS

STD-17-18	BACKFILL DETAILS

STD-17-19	06-20-18	PAVED OUTLET DETAIL

STD-17-20	LOW FLOW CHANNEL CONSTRUCTION DETAILS FOR CULVERT INLET AND OUTLET

STD-17-21	DEBRIS DEFLECTION WALL FOR BOX BRIDGE

STD-17-22	DEBRIS DEFLECTION WALL FOR SLAB BRIDGE

STD-17-23	SIDEWALK AND MISCELLANEOUS DETAILS

STD-17-24	WARPED SLOPE DETAIL

STD-17-25	STAGE CONSTRUCTION JOINT DETAIL (FILL ABOVE TOP OF SLAB NOT GREATER THAN 3’-6”)

STD-17-26	EXTENSION DETAILS

STD-17-27	EXTENSION DETAILS FOR SCOURED OUTLET

STD-17-28	END SECTION DETAILS

STD-17-29	PRECAST BOX CULVERT DETAILS

STD-17-34	STANDARD INTERNAL ENERGY DISSIPATOR FOR BOX AND PIPE CULVERTS

STD-17-51	05-01-14	BOX BRIDGE, 1 BARREL AT 6’, CLEAR HTS. 3’ - 6’, 0 - 60’ FILL

STD-17-52	BOX BRIDGE, 1 BARREL AT 8’, CLEAR HTS. 3’ - 5’, 0 - 60’ FILL

STD-17-53	BOX BRIDGE, 1 BARREL AT 8’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-54	BOX BRIDGE, 1 BARREL AT 10’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-55	BOX BRIDGE, 1 BARREL AT 10’, CLEAR HTS. 7’ - 10’, 0 - 60’ FILL

STD-17-56	BOX BRIDGE, 1 BARREL AT 12’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-57	BOX BRIDGE, 1 BARREL AT 12’, CLEAR HTS. 7’ - 9’, 0 - 60’ FILL

STD-17-58	BOX BRIDGE, 1 BARREL AT 12’, CLEAR HTS. 10’ - 12’, 0 - 60’ FILL

STD-17-59	BOX BRIDGE, 1 BARREL AT 14’, CLEAR HTS. 5’ - 7’, 0 - 60’ FILL

STD-17-60	BOX BRIDGE, 1 BARREL AT 14’, CLEAR HTS. 8’ - 11’, 0 - 60’ FILL

STD-17-61	BOX BRIDGE, 1 BARREL AT 14’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-62	BOX BRIDGE, 1 BARREL AT 16’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-63	BOX BRIDGE, 1 BARREL AT 16’, CLEAR HTS. 9’ - 12’, 0 - 60’ FILL

STD-17-64	BOX BRIDGE, 1 BARREL AT 16’, CLEAR HTS. 13’ - 16’, 0 - 60’ FILL

STD-17-65	BOX BRIDGE, 1 BARREL AT 18’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-66	BOX BRIDGE, 1 BARREL AT 18’, CLEAR HTS. 9’ - 11’, 0 - 60’ FILL

STD-17-67	BOX BRIDGE, 1 BARREL AT 18’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-68	BOX BRIDGE, 1 BARREL AT 18’, CLEAR HTS. 15’ - 18’, 0 - 60’ FILL

STD-17-71	05-01-14	BOX BRIDGE, 2 BARRELS AT 6’, CLEAR HTS. 3’ - 6’, 0 - 60’ FILL

STD-17-72	BOX BRIDGE, 2 BARRELS AT 8’, CLEAR HTS. 3’ - 5’, 0 - 60’ FILL

STD-17-73	BOX BRIDGE, 2 BARRELS AT 8’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-74	BOX BRIDGE, 2 BARRELS AT 10’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-75	BOX BRIDGE, 2 BARRELS AT 10’, CLEAR HTS. 7’ - 10’, 0 - 60’ FILL

STD-17-76	BOX BRIDGE, 2 BARRELS AT 12’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-77	BOX BRIDGE, 2 BARRELS AT 12’, CLEAR HTS. 7’ - 9’, 0 - 60’ FILL

STD-17-78	BOX BRIDGE, 2 BARRELS AT 12’, CLEAR HTS. 10’ - 12’, 0 - 60’ FILL

STD-17-79	BOX BRIDGE, 2 BARRELS AT 14’, CLEAR HTS. 5’ - 7’, 0 - 60’ FILL

STD-17-80	BOX BRIDGE, 2 BARRELS AT 14’, CLEAR HTS. 8’ - 11’, 0 - 60’ FILL

STD-17-81	BOX BRIDGE, 2 BARRELS AT 14’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-82	BOX BRIDGE, 2 BARRELS AT 16’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-83	BOX BRIDGE, 2 BARRELS AT 16’, CLEAR HTS. 9’ - 12’, 0 - 60’ FILL

STD-17-84	BOX BRIDGE, 2 BARRELS AT 16’, CLEAR HTS. 13’ - 16’, 0 - 60’ FILL

STD-17-85	BOX BRIDGE, 2 BARRELS AT 18’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-86	BOX BRIDGE, 2 BARRELS AT 18’, CLEAR HTS. 9’ - 11’, 0 - 60’ FILL

STD-17-87	BOX BRIDGE, 2 BARRELS AT 18’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-88	BOX BRIDGE, 2 BARRELS AT 18’, CLEAR HTS. 15’ - 18’, 0 - 60’ FILL

STD-17-91	BOX BRIDGE, 3 BARRELS AT 6’, CLEAR HTS. 3’ - 6’, 0 - 60’ FILL

STD-17-92	BOX BRIDGE, 3 BARRELS AT 8’, CLEAR HTS. 3’ - 5’, 0 - 60’ FILL

STD-17-93	BOX BRIDGE, 3 BARRELS AT 8’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-94	BOX BRIDGE, 3 BARRELS AT 10’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-95	BOX BRIDGE, 3 BARRELS AT 10’, CLEAR HTS. 7’ - 10’, 0 - 60’ FILL

STD-17-96	BOX BRIDGE, 3 BARRELS AT 12’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-97	BOX BRIDGE, 3 BARRELS AT 12’, CLEAR HTS. 7’ - 9’, 0 - 60’ FILL

STD-17-98	BOX BRIDGE, 3 BARRELS AT 12’, CLEAR HTS. 10’ - 12’, 0 - 60’ FILL

STD-17-99	BOX BRIDGE, 3 BARRELS AT 14’, CLEAR HTS. 5’ - 7’, 0 - 60’ FILL

STD-17-100	BOX BRIDGE, 3 BARRELS AT 14’, CLEAR HTS. 8’ - 11’, 0 - 60’ FILL

STD-17-101	BOX BRIDGE, 3 BARRELS AT 14’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-102	BOX BRIDGE, 3 BARRELS AT 16’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-103	BOX BRIDGE, 3 BARRELS AT 16’, CLEAR HTS. 9’ - 12’, 0 - 60’ FILL

STD-17-104	BOX BRIDGE, 3 BARRELS AT 16’, CLEAR HTS. 13’ - 16’, 0 - 60’ FILL

STD-17-105	BOX BRIDGE, 3 BARRELS AT 18’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-106	BOX BRIDGE, 3 BARRELS AT 18’, CLEAR HTS. 9’ - 11’, 0 - 60’ FILL

STD-17-107	BOX BRIDGE, 3 BARRELS AT 18’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-108	BOX BRIDGE, 3 BARRELS AT 18’, CLEAR HTS. 15’ - 18’, 0 - 60’ FILL

STD-17-111	SLAB BRIDGE, 1 BARREL AT 6’, CLEAR HTS. 3’ - 6’, 0 - 60’ FILL

STD-17-112	SLAB BRIDGE, 1 BARREL AT 8’, CLEAR HTS. 3’ - 5’, 0 - 60’ FILL

STD-17-113	SLAB BRIDGE, 1 BARREL AT 8’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-114	SLAB BRIDGE, 1 BARREL AT 10’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-115	SLAB BRIDGE, 1 BARREL AT 10’, CLEAR HTS. 7’ - 10’, 0 - 60’ FILL

STD-17-116	SLAB BRIDGE, 1 BARREL AT 12’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-117	SLAB BRIDGE, 1 BARREL AT 12’, CLEAR HTS. 7’ - 9’, 0 - 60’ FILL

STD-17-118	SLAB BRIDGE, 1 BARREL AT 12’, CLEAR HTS. 10’ - 12’, 0 - 60’ FILL

STD-17-119	SLAB BRIDGE, 1 BARREL AT 14’, CLEAR HTS. 5’ - 7’, 0 - 60’ FILL

STD-17-120	SLAB BRIDGE, 1 BARREL AT 14’, CLEAR HTS. 8’ - 11’, 0 - 60’ FILL

STD-17-121	SLAB BRIDGE, 1 BARREL AT 14’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-122	SLAB BRIDGE, 1 BARREL AT 16’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-123	SLAB BRIDGE, 1 BARREL AT 16’, CLEAR HTS. 9’ - 12’, 0 - 60’ FILL

STD-17-124	SLAB BRIDGE, 1 BARREL AT 16’, CLEAR HTS. 13’ - 16’, 0 - 60’ FILL

STD-17-125	SLAB BRIDGE, 1 BARREL AT 18’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-126	SLAB BRIDGE, 1 BARREL AT 18’, CLEAR HTS. 9’ - 11’, 0 - 60’ FILL

STD-17-127	SLAB BRIDGE, 1 BARREL AT 18’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-128	SLAB BRIDGE, 1 BARREL AT 18’, CLEAR HTS. 15’ - 18’, 0 - 60’ FILL

STD-17-131	SLAB BRIDGE, 2 BARRELS AT 6’, CLEAR HTS. 3’ - 6’, 0 - 60’ FILL

STD-17-132	SLAB BRIDGE, 2 BARRELS AT 8’, CLEAR HTS. 3’ - 5’, 0 - 60’ FILL

STD-17-133	SLAB BRIDGE, 2 BARRELS AT 8’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-134	SLAB BRIDGE, 2 BARRELS AT 10’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-135	SLAB BRIDGE, 2 BARRELS AT 10’, CLEAR HTS. 7’ - 10’, 0 - 60’ FILL

STD-17-136	SLAB BRIDGE, 2 BARRELS AT 12’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-137	SLAB BRIDGE, 2 BARRELS AT 12’, CLEAR HTS. 7’ - 9’, 0 - 60’ FILL

STD-17-138	SLAB BRIDGE, 2 BARRELS AT 12’, CLEAR HTS. 10’ - 12’, 0 - 60’ FILL

STD-17-139	SLAB BRIDGE, 2 BARRELS AT 14’, CLEAR HTS. 5’ - 7’, 0 - 60’ FILL

STD-17-140	SLAB BRIDGE, 2 BARRELS AT 14’, CLEAR HTS. 8’ - 11’, 0 - 60’ FILL

STD-17-141	SLAB BRIDGE, 2 BARRELS AT 14’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-142	SLAB BRIDGE, 2 BARRELS AT 16’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-143	SLAB BRIDGE, 2 BARRELS AT 16’, CLEAR HTS. 9’ - 12’, 0 - 60’ FILL

STD-17-144	SLAB BRIDGE, 2 BARRELS AT 16’, CLEAR HTS. 13’ - 16’, 0 - 60’ FILL

STD-17-145	SLAB BRIDGE, 2 BARRELS AT 18’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-146	SLAB BRIDGE, 2 BARRELS AT 18’, CLEAR HTS. 9’ - 11’, 0 - 60’ FILL

STD-17-147	SLAB BRIDGE, 2 BARRELS AT 18’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-148	SLAB BRIDGE, 2 BARRELS AT 18’, CLEAR HTS. 15’ - 18’, 0 - 60’ FILL

STD-17-151	SLAB BRIDGE, 3 BARRELS AT 6’, CLEAR HTS. 3’ - 6’, 0 - 60’ FILL

STD-17-152	SLAB BRIDGE, 3 BARRELS AT 8’, CLEAR HTS. 3’ - 5’, 0 - 60’ FILL

STD-17-153	SLAB BRIDGE, 3 BARRELS AT 8’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-154	SLAB BRIDGE, 3 BARRELS AT 10’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-155	SLAB BRIDGE, 3 BARRELS AT 10’, CLEAR HTS. 7’ - 10’, 0 - 60’ FILL

STD-17-156	SLAB BRIDGE, 3 BARRELS AT 12’, CLEAR HTS. 4’ - 6’, 0 - 60’ FILL

STD-17-157	SLAB BRIDGE, 3 BARRELS AT 12’, CLEAR HTS. 7’ - 9’, 0 - 60’ FILL

STD-17-158	SLAB BRIDGE, 3 BARRELS AT 12’, CLEAR HTS. 10’ - 12’, 0 - 60’ FILL

STD-17-159	SLAB BRIDGE, 3 BARRELS AT 14’, CLEAR HTS. 5’ - 7’, 0 - 60’ FILL

STD-17-160	SLAB BRIDGE, 3 BARRELS AT 14’, CLEAR HTS. 8’ - 11’, 0 - 60’ FILL

STD-17-161	SLAB BRIDGE, 3 BARRELS AT 14’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-162	SLAB BRIDGE, 3 BARRELS AT 16’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-163	SLAB BRIDGE, 3 BARRELS AT 16’, CLEAR HTS. 9’ - 12’, 0 - 60’ FILL

STD-17-164	SLAB BRIDGE, 3 BARRELS AT 16’, CLEAR HTS. 13’ - 16’, 0 - 60’ FILL

STD-17-165	SLAB BRIDGE, 3 BARRELS AT 18’, CLEAR HTS. 6’ - 8’, 0 - 60’ FILL

STD-17-166	SLAB BRIDGE, 3 BARRELS AT 18’, CLEAR HTS. 9’ - 11’, 0 - 60’ FILL

STD-17-167	SLAB BRIDGE, 3 BARRELS AT 18’, CLEAR HTS. 12’ - 14’, 0 - 60’ FILL

STD-17-168	SLAB BRIDGE, 3 BARRELS AT 18’, CLEAR HTS. 15’ - 18’, 0 - 60’ FILL

10-302.00 BRIDGE REPAIRS

SBR-2-115	06-15-16	GENERAL NOTES AND DETAILS FOR EXPANSION JOINT REPLACEMENT CONSTRUCTION TYPES “A” THRU “J” – 1991

SBR-2-116	01-04-96	GENERAL DETAILS FOR STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPES “A” THRU “J” – 1991

SBR-2-117	05-30-96	05-30-96	STRIPSEAL EXPANSION JOINTS - REPLACEMENT CONSTRUCTION DETAILS TYPE “A” AND TYPE “B” – 1991

SBR-2-118	05-30-96	STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPE “C” AND TYPE “D” – 1991

SBR-2-119	05-30-96	STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPE “E” AND TYPE “F” – 1991

SBR-2-120	05-30-96	STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPE “G” AND “H” – 1991

SBR-2-121	01-04-96	STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPE “J” – 1991

SBR-2-122	01-04-96	DETAILS FOR PRECAST SLAB BRIDGE CHANNELS, SPANS 16’ - 0” THRU 34’ - 0”, DEGREE OF SKEW 90 - 75 - 60 - 45 – 1992

SBR-2-123	01-04-96	DETAILS FOR PRECAST SLAB BRIDGE CHANNELS, SPANS 16’ - 0” THRU 34’ - 0”, DEGREE OF SKEW 90 - 75 - 60 - 45 – 1992

SBR-2-124	01-04-96	DETAILS SHOWING REPLACEMENT OF EXISTING BRIDGERAIL SYSTEM WITH NEW JERSEY SHAPE CONCRETE PARAPET AND NEW 10’ -2” ENDPOST – 1988

SBR-2-125	11-05-01	DETAILS SHOWING REPLACEMENT OF EXISTING BRIDGERAIL SYSTEM WITH NEW JERSEY SHAPE CONCRETE PARAPET AND NEW 10’ -2” ENDPOST – 1988

SBR-2-126	01-04-96	DETAILS SHOWING REPLACEMENT OF EXISTING BRIDGERAIL SYSTEM WITH NEW JERSEY SHAPE CONCRETE PARAPET AND NEW 10’ -2” ENDPOST – 1988

SBR-2-127	11-05-01	DETAILS SHOWING PIER PROTECTION WITH NEW CONCRETE BARRIER WALL – 1988

SBR-2-128	01-04-96	DETAILS SHOWING PIER PROTECTION WITH NEW CONCRETE BARRIER WALL – 1988

SBR-2-129	11-05-01	DETAILS SHOWING PIER PROTECTION WITH NEW VERTICAL CONCRETE BARRIER – 1988

SBR-2-130	01-04-96	DETAILS SHOWING PIER PROTECTION WITH NEW VERTICAL CONCRETE BARRIER – 1988

SBR-2-131	01-22-02	DETAILS SHOWING GUARDRAIL ATTACHMENT AT BRIDGE ENDS TO EXISTING CONCRETE SLOPE FACE ENDPOST – 1989

SBR-2-132	01-04-96	DETAILS SHOWING GUARDRAIL ATTACHMENT AT BRIDGE ENDS TO EXISTING CONCRETE SLOPE FACE ENDPOST – 1989

SBR-2-133	01-22-02	DETAILS SHOWING GUARDRAIL ATTACHMENT AT BRIDGE ENDS TO EXISTING CONCRETE VERTICAL FACE ENDPOST – 1989

SBR-2-134	01-04-96	DETAILS SHOWING GUARDRAIL ATTACHMENT AT BRIDGE ENDS TO EXISTING CONCRETE VERTICAL FACE ENDPOST – 1989

SBR-2-135	01-22-02	GUARDRAIL ATACHMENT TO EXISTING PIER PROTECTION – 1991

SBR-2-136	11-05-01	STANDARD DRAWING FOR REPLACING EXISTING CONCRETE ENDPOST AND GUARDRAIL AT EXISTING BRIDGE ENDS – 1992

SBR-2-137	11-05-01	STANDARD SHOWING DETAILS FOR ATTACHING NEW GUARDRAIL TO EXISTING END OF BRIDGE – 1992

SBR-2-138	11-05-01	STANDARD SHOWING DETAILS FOR ATTACHING NEW GUARDRAIL AT EXISTING BRIDGE END AND ALONG EXISTING BRIDGE RAIL – 1992

SBR-2-140	11-05-01	STANDARD SHOWING DETAILS FOR ATTACHING NEW GUARDRAIL ALONG EXISTING BRIDGE RAILS – 1992

SBR-2-144	01-22-02	STANDARD SHOWING DETAILS OF ATTACHING GUARDRAIL BRIDGERAIL TO TOP OF EXISTING CURBS – 1992