| Bridge Standard Drawing Plates No. |
Sheet Revision History |
DESCRIPTION |
| (PDF) |
(DGN) |
SP2.1-1
(pdf 539 kb) |
SP2.1-1
(dgn 87 kb) |
12-12-02 |
1-RAIL RAILING |
SP2.1-2
(pdf 559 kb) |
SP2.1-2
(dgn 112 kb) |
12-12-02 |
2-RAIL RAILING |
SP2.2-1
(pdf 254 kb) |
SP2.2-1
(dgn 121 kb) |
8/20/04
(BDC04MB-01) |
4 - BAR OPEN STEEL BRIDGE RAILING, TYPICAL SECTION
AND ELEVATION |
SP2.2-2
(pdf 759 kb) |
SP2.2-2
(dgn 76 kb) |
8/20/04 (BDC04MB-01) |
4 - BAR OPEN STEEL BRIDGE RAILING- DETAILS |
SP2.2-3
(pdf 575 kb) |
SP2.2-3
(dgn 76 kb) |
8/20/04 (BDC04MB-01) |
4’-2” HIGH HEAVY TRUCK PARAPET |
SP2.2-4
(pdf 308 kb) |
SP2.2-4
(dgn 44 kb) |
8/20/04 (BDC04MB-01) |
3’-6” HIGH F-SHAPE PARAPET |
SP2.3-1
(pdf 552 kb) |
SP2.3-1
(dgn 71 kb) |
8/20/04 (BDC04MB-01) |
PRETENSIONED PRESTRESSED CONCRETE BEAMS - NOTES
TO DESIGNER |
SP2.4-1
(pdf 759 kb) |
SP2.4-1
(dgn 142 kb) |
8/20/04 (BDC04MB-01) |
45” PRETENSIONED PRESTRESSED CONCRETE BEAMS |
SP2.4-2
(pdf 770 kb) |
SP2.4-2
(dgn 141 kb) |
8/20/04 (BDC04MB-01) |
54” PRETENSIONED PRESTRESSED CONCRETE BEAMS |
SP2.4-3
(pdf 821 kb) |
SP2.4-3
(dgn 143 kb) |
8/20/04 (BDC04MB-01) |
63” PRETENSIONED PRESTRESSED CONCRETE BEAMS |
SP2.4-4
(pdf 817 kb) |
SP2.4-4
(dgn 145 kb) |
8/20/04 (BDC04MB-01) |
72” PRETENSIONED PRESTRESSED CONCRETE BEAMS |
SP2.4-5
(pdf 593 kb) |
SP2.4-5
(dgn 106 kb) |
12-12-02 |
DETAILS OF INTERMEDIATE STEEL DIAPHRAGMS FOR PRESTRESSED
CONCRETE BEAMS |
SP2.5-1
(pdf 796 kb) |
SP2.5-1
(dgn 112 kb) |
8/20/04 (BDC04MB-01) |
REINFORCED ELASTOMERIC BEARING |
SP2.5-2
(pdf 731 kb) |
SP2.5-2
(dgn 95 kb) |
8/20/04 (BDC04MB-01) |
POT BEARING |
SP2.5-3
(pdf 441 kb) |
SP2.5-3
(dgn 42 kb) |
8/20/04 (BDC04MB-01) |
SEISMIC ISOLATION BEARING |
SP2.6-1
(pdf 1,071 kb) |
SP2.6-1
(dgn 166 kb) |
8/20/04 (BDC04MB-01) |
TYPICAL DETAILS NO. 1 |
SP2.6-2
(pdf 768 kb) |
SP2.6-2
(dgn 177 kb) |
8/20/04 (BDC04MB-01) |
TYPICAL DETAILS NO. 2 |
SP2.7-1
(pdf 561 kb) |
SP2.7-1
(dgn 87 kb) |
12-12-02 |
P.S.E.G. CO., TYPICAL HANGER INSTALLATION OF 5”
OR 6” FIBERGLASS CONDUITS FOR STEEL GIRDER BRIDGES, (SHEET 1
OF 2) |
SP2.7-2
(pdf 914 kb) |
SP2.7-2
(dgn 81 kb) |
12-12-02 |
P.S.E.G. CO., TYPICAL HANGER INSTALLATION OF 5”
OR 6” FIBERGLASS CONDUITS FOR STEEL GIRDER BRIDGES, (SHEET 2
OF 2) |
SP2.7-3
(pdf 752 kb) |
SP2.7-3
(dgn 61 kb) |
12-12-02 |
BELL ATLANTIC-NJ, TYPICAL INSTALLATION OF 4” DIAMETER
FIBERGLASS DUCTS ON BRIDGES |
SP2.7-4
(pdf 891 kb) |
SP2.7-4
(dgn 94 kb) |
12-12-02 |
G.P.U. ENERGY, STANDARD INSTALLATION OF 6” FIBERGLASS
CONDUIT UNDER HIGHWAY BRIDGES |
SP2.8-1
(pdf 834 kb) |
SP2.8-1
(dgn 113 kb) |
8/20/04 (BDC04MB-01) |
NOISE WALL BARRIERS - PRECAST CONCRETE PANEL DETAILS |
SP2.8-2
(pdf 598 kb) |
SP2.8-2
(dgn 127 kb) |
12-12-02 |
NOISE WALL BARRIERS - PRECAST CONCRETE POST DETAILS |
SP2.8-3
(pdf 535 kb) |
SP2.8-3
(dgn 105 kb) |
8/20/04 (BDC04MB-01) |
NOISE WALL BARRIERS - FOUNDATION DETAILS |
SP2.8-4
(pdf 379 kb) |
SP2.8-4
(dgn 77 kb) |
012-12-02 |
NOISE WALL BARRIERS - PRECAST CONCRETE PANEL DETAILS |
SP2.9-1
(pdf 409 kb) |
SP2.9-1
(dgn 57 kb) |
8/20/04 (BDC04MB-01) |
INTEGRAL ABUTMENTS FOR STEEL SUPERSTRUCTURE -
1 OF 2 |
SP2.9-2
(pdf 553 kb) |
SP2.9-2
(dgn 67 kb) |
8/20/04 (BDC04MB-01) |
INTEGRAL ABUTMENTS FOR STEEL SUPERSTRUCTURE -
2 OF 2 |
SP2.9-3
(pdf 450 kb) |
SP2.9-3
(dgn 54 kb) |
8/20/04 (BDC04MB-01) |
INTEGRAL ABUTMENTS FOR PRESTRESSED CONCRETE SUPERSTRUCTURE |
SP2.9-4
(pdf 264 kb) |
SP2.9-4
(dgn 47 kb) |
8/20/04 (BDC04MB-01) |
WINGWALL DETAILS FOR INTEGRAL ABUTMENTS |
SP2.9-5
(pdf 290 kb) |
SP2.9-5
(dgn 66 kb) |
8/20/04 (BDC04MB-01) |
RELIEF SLAB AND JOINT DETAILS FOR INTEGRAL ABUTMENTS |
SP2.9-6
(pdf 253 kb) |
SP2.9-6
(dgn 35 kb) |
8/20/04 (BDC04MB-01) |
SEMI-INTEGRAL ABUTMENT DETAILS |
SP2.10-1
(pdf 458 kb) |
SP2.10-1
(dgn 37 kb) |
8/20/04 (BDC04MB-01) |
WALL 1 - SAMPLE CONTROL PLAN (SHEET 1) |
SP2.10-2
(pdf 346 kb) |
SP2.10-2
(dgn 148 kb) |
8/20/04 (BDC04MB-01) |
WALL 1 - SAMPLE CONTROL PLAN (SHEET 2) |
SP2.11-1
(pdf 593 kb) |
SP2.11-1
(dgn 87 kb) |
8/20/04 (BDC04MB-01) |
SINGLE CELL PRECAST R. C. BOX CULVERT - GENERAL
PLAN AND ELEVATION |
SP2.11-2
(pdf 488 kb) |
SP2.11-2
(dgn 73 kb) |
8/20/04 (BDC04MB-01) |
SINGLE CELL PRECAST R. C. BOX CULVERT - CULVERT
DETAILS |
SP2.11-3
(pdf 468 kb) |
SP2.11-3
(dgn 77 kb) |
12-12-02 |
SINGLE CELL PRECAST R. C. BOX CULVERT - POST-TENSIONING
DETAILS |
SP2.11-4
(pdf 365 kb) |
SP2.11-4
(dgn 120 kb) |
12-12-02 |
SINGLE CELL PRECAST R. C. BOX CULVERT - CAST IN
PLACE CONCRETE APRON, EXCAVATION & GUIDE RAIL DETAILS |
SP2.11-5
(pdf 374 kb) |
SP2.11-5
(dgn 89 kb) |
12-12-02 |
SINGLE CELL PRECAST R. C. BOX CULVERT - CAST IN
PLACE WINGWALL & FOOTING DETAILS |
