| Bridge Standard Drawing Plates No. |
Sheet Revision History |
DESCRIPTION |
| (PDF) |
(DGN) |
SP2.1-1
(539 k) |
SP2.1-1
(478 k) |
12-12-02 |
1-RAIL RAILING |
SP2.1-2
(559 k) |
SP2.1-2
(272 k) |
12-12-02 |
2-RAIL RAILING |
SP2.2-1
(254 k) |
SP2.2-1
(376 k) |
8/20/04
(BDC04MB-01) |
4 - BAR OPEN STEEL BRIDGE RAILING, TYPICAL SECTION
AND ELEVATION |
SP2.2-2
(759 k) |
SP2.2-2
(178 k) |
8/20/04 (BDC04MB-01) |
4 - BAR OPEN STEEL BRIDGE RAILING- DETAILS |
SP2.2-3
(575 k) |
SP2.2-3
(169 k) |
8/20/04 (BDC04MB-01) |
4’-2” HIGH HEAVY TRUCK PARAPET |
SP2.2-4
(308 k) |
SP2.2-4
(94 k) |
8/20/04 (BDC04MB-01) |
3’-6” HIGH F-SHAPE PARAPET |
SP2.3-1
(552 k) |
SP2.3-1
(117 k) |
8/20/04 (BDC04MB-01) |
PRETENSIONED PRESTRESSED CONCRETE BEAMS - NOTES
TO DESIGNER |
SP2.4-1
(759 k) |
SP2.4-1
(317 k) |
8/20/04 (BDC04MB-01) |
45” PRETENSIONED PRESTRESSED CONCRETE BEAMS |
SP2.4-2
(770 k) |
SP2.4-2
(316 k) |
8/20/04 (BDC04MB-01) |
54” PRETENSIONED PRESTRESSED CONCRETE BEAMS |
SP2.4-3
(821 k) |
SP2.4-3
(326 k) |
8/20/04 (BDC04MB-01) |
63” PRETENSIONED PRESTRESSED CONCRETE BEAMS |
SP2.4-4
(817 k) |
SP2.4-4
(954 k) |
8/20/04 (BDC04MB-01) |
72” PRETENSIONED PRESTRESSED CONCRETE BEAMS |
SP2.4-5
(593 k) |
SP2.4-5
(247 k) |
12-12-02 |
DETAILS OF INTERMEDIATE STEEL DIAPHRAGMS FOR PRESTRESSED
CONCRETE BEAMS |
SP2.5-1
(796 k) |
SP2.5-1
(264 k) |
8/20/04 (BDC04MB-01) |
REINFORCED ELASTOMERIC BEARING |
SP2.5-2
(731 k) |
SP2.5-2
(225 k) |
8/20/04 (BDC04MB-01) |
POT BEARING |
SP2.5-3
(441 k) |
SP2.5-3
(86 k) |
8/20/04 (BDC04MB-01) |
SEISMIC ISOLATION BEARING |
SP2.6-1
(1,071 k) |
SP2.6-1
(383 k) |
8/20/04 (BDC04MB-01) |
TYPICAL DETAILS NO. 1 |
SP2.6-2
(768 k) |
SP2.6-2
(499 k) |
8/20/04 (BDC04MB-01) |
TYPICAL DETAILS NO. 2 |
SP2.7-1
(561 k) |
SP2.7-1
(244 k) |
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
(914 k) |
SP2.7-2
(221 k) |
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
(752 k) |
SP2.7-3
(133 k) |
12-12-02 |
BELL ATLANTIC-NJ, TYPICAL INSTALLATION OF 4” DIAMETER
FIBERGLASS DUCTS ON BRIDGES |
SP2.7-4
(891 k) |
SP2.7-4
(229 k) |
12-12-02 |
G.P.U. ENERGY, STANDARD INSTALLATION OF 6” FIBERGLASS
CONDUIT UNDER HIGHWAY BRIDGES |
SP2.8-1
(834 k) |
SP2.8-1
(256 k) |
8/20/04 (BDC04MB-01) |
NOISE WALL BARRIERS - PRECAST CONCRETE PANEL DETAILS |
SP2.8-2
(598 k) |
SP2.8-2
(287 k) |
12-12-02 |
NOISE WALL BARRIERS - PRECAST CONCRETE POST DETAILS |
SP2.8-3
(535 k) |
SP2.8-3
(236 k) |
8/20/04 (BDC04MB-01) |
NOISE WALL BARRIERS - FOUNDATION DETAILS |
SP2.8-4
(379 k) |
SP2.8-4
(163 k) |
012-12-02 |
NOISE WALL BARRIERS - PRECAST CONCRETE PANEL DETAILS |
SP2.9-1
(409 k) |
SP2.9-1
(126 k) |
8/20/04 (BDC04MB-01) |
INTEGRAL ABUTMENTS FOR STEEL SUPERSTRUCTURE -
1 OF 2 |
SP2.9-2
(553 k) |
SP2.9-2
(144 k) |
8/20/04 (BDC04MB-01) |
INTEGRAL ABUTMENTS FOR STEEL SUPERSTRUCTURE -
2 OF 2 |
SP2.9-3
(450 k) |
SP2.9-3
(111 k) |
8/20/04 (BDC04MB-01) |
INTEGRAL ABUTMENTS FOR PRESTRESSED CONCRETE SUPERSTRUCTURE |
SP2.9-4
(264 k) |
SP2.9-4
(107 k) |
8/20/04 (BDC04MB-01) |
WINGWALL DETAILS FOR INTEGRAL ABUTMENTS |
SP2.9-5
(290 k) |
SP2.9-5
(149 k) |
8/20/04 (BDC04MB-01) |
RELIEF SLAB AND JOINT DETAILS FOR INTEGRAL ABUTMENTS |
SP2.9-6
(253 k) |
SP2.9-6
(73 k) |
8/20/04 (BDC04MB-01) |
SEMI-INTEGRAL ABUTMENT DETAILS |
SP2.10-1
(458 k) |
SP2.10-1
(67 k) |
8/20/04 (BDC04MB-01) |
WALL 1 - SAMPLE CONTROL PLAN (SHEET 1) |
SP2.10-2
(346 k) |
SP2.10-2
(648 k) |
8/20/04 (BDC04MB-01) |
WALL 1 - SAMPLE CONTROL PLAN (SHEET 2) |
SP2.11-1
(593 k) |
SP2.11-1
(338 k) |
8/20/04 (BDC04MB-01) |
SINGLE CELL PRECAST R. C. BOX CULVERT - GENERAL
PLAN AND ELEVATION |
SP2.11-2
(488 k) |
SP2.11-2
(153 k) |
8/20/04 (BDC04MB-01) |
SINGLE CELL PRECAST R. C. BOX CULVERT - CULVERT
DETAILS |
SP2.11-3
(468 k) |
SP2.11-3
(163 k) |
12-12-02 |
SINGLE CELL PRECAST R. C. BOX CULVERT - POST-TENSIONING
DETAILS |
SP2.11-4
(365 k) |
SP2.11-4
(278 k) |
12-12-02 |
SINGLE CELL PRECAST R. C. BOX CULVERT - CAST IN
PLACE CONCRETE APRON, EXCAVATION & GUIDE RAIL DETAILS |
SP2.11-5
(374 k) |
SP2.11-5
(193 k) |
12-12-02 |
SINGLE CELL PRECAST R. C. BOX CULVERT - CAST IN
PLACE WINGWALL & FOOTING DETAILS |
