County Bridge Design Standards - 1999

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County Bridge Design Standards - 1999 - English

(Last Updated - April 10, 2006)
1999 Standards are discontinued and are for informational purposes only
C = CODES: D = DISCONTINUED \| R = REVISED \| U = UNDER REVIEW \| N = NEW
SHEET NO.	C	STANDARD NAME	DESIGN NUMBER	REV. NO.
README		SPECIAL INSTRUCTIONS AND INFORMATION
REVISION		LOG OF REVISIONS
INDEX		INDEX OF SHEETS ( PDF Format )
CB-01	D	DOUBLE TEE DETAILS	TT1-2	01E
CB-02	D	DOUBLE TEE STRAND PATTERNS	TT2-2	00E
CB-03	D	DOUBLE TEE BRIDGE SECTIONS	TTB1-2	00E
CB-04	D	DOUBLE TEE BRIDGE SLAB DETAILS	TTB2-2	00E
CB-05	D	DOUBLE TEE BRIDGE SLAB SCHEDULE	TTB3-2	00E
CB-06	D	DETAILS OF ABUTMENT FOR DOUBLE TEE 2’-6" DEEP SEAT	TTA1-2	01E
CB-07	D	DOUBLE TEE ABUTMENT PILING AND EXCAVATION DETAILS 2’-6" DEEP SEAT	TTA2-2	01E
CB-08	D	DOUBLE TEES ABUTMENT SCHEDULES 2’-6" DEEP SEAT	TTA3-2	00E
CB-09	D	DETAILS OF ABUTMENT FOR DOUBLE TEE SKEWED 0° - 26’-0" NOMINAL CLEAR ROADWAY	TTA4-2	02E
CB-10	D	DETAIL OF ABUTMENT FOR DOUBLE TEE SKEWED 30° - 26’-0" NOMINAL CLEAR ROADWAY	TTA5-2	02E
CB-10A	D	DETAIL OF ABUTMENT FOR DOUBLE TEE SKEWED 0° - 32’-0" NOMINAL CLEAR ROADWAY	TTA6-2	00E
CB-10B	D	DETAIL OF ABUTMENT FOR DOUBLE TEE SKEWED 30° - 32’-0" NOMINAL CLEAR ROADWAY	TTA7-2	00E
CB-11	D	PIER SUMMARY SCHEDULE FOR PIERS UNDER DOUBLE TEES	PIER1-2	00E
CB-12	D	PIER DETAILS FOR PIERS UNDER DOUBLE TEES	PIER2-2	01E
CB-13	D	PIER SCHEDULE FOR PIERS UNDER DOUBLE TEES	PIER3-2	01E
CB-14	D	DECK SECTIONS FOR P.C. BEAMS	PCB1-2	01E
CB-15	D	LONGITUDINAL SECTION AND PLAN FOR P.C. BEAMS	PCB2-2	01E
CB-16	D	P.C. BEAM ELEVATIONS AND SECTIONS TYPE II - 26’-9" RDY.	PCB3-2	01E
CB-17	D	P.C. BEAM ELEVATIONS AND SECTIONS TYPE II - 32’-9" RDY.	PCB4-2	01E
CB-18	D	P.C. BEAM ELEVATIONS AND SECTIONS TYPE III - 26’-9" RDY.	PCB5-2	01E
CB-19	D	P.C. BEAM ELEVATIONS AND SECTIONS TYPE III - 32’-9" RDY.	PCB6-2	01E
CB-20	D	P.C. BEAM ELEVATIONS TYPE IV	PCB7-2	02E
CB-21	D	P.C. BEAM SECTIONS TYPE IV - 26’-9" AND 32’-9" RDY.	PCB8-2	00E
CB-22	D	MISCELLANOUS DETAILS FOR P.C. BEAMS	PCB9-2	00E
CB-23	D	BEARING DETAILS FOR P.C. BEAMS	PCB10-2	02E
CB-24	D	ABUTMENTS FOR P.C. BEAMS SKEWED 0° - 26’-9" AND 32’-9" RDY	APCB1-2	03E
CB-25	D	ABUTMENTS FOR P.C. BEAMS SKEWED 30° - 26’-9" AND 32’-9" RDY	APCB2-2	01E
CB-26	D	ABUTMENTS FOR P.C. BEAMS SKEWED 30° - 26’-9" AND 32’-9" RDY	APCB3-2	04E
CB-27	D	PIER DETAILS FOR PIERS UNDER PRESTRESSED CONCRETE BEAMS	PIER4-2	02E
CB-28	D	PIER SCHEDULES FOR PIERS UNDER PRESTRESSED CONCRETE BEAMS	PIER5-2	01E
CB-29	D	PIER SUMMARY SCHEDULE FOR PIERS UNDER PRESTRESSED CONCRETE BEAMS	PIER6-2	00E
CB-30	D	BRIDGE END GUARDRAIL	BEGR1-2	00E
CB-31	D	BRIDGE END GUARDRAIL HARDWARE	BEGR2-2	00E
CB-32	D	SEALED EXPANSION JOINT - COUNTY	SEJ-CO-2	01E
CB-33	D	CONCRETE TRAFFIC RAIL	TR1-2	00E
CB-34	D	TUBULAR METAL TRAFFIC RAIL	TR2-2	00E
CB-35	D	STANDARD PILING DETAILS	P1-2	00E
CB-36	D	DOUBLE CELL REINFORCED CONCRETE BOX	RCB2B-2	00E
CB-37	D	TRIPLE CELL REINFORCED CONCRETE BOX	RCB3B-2	00E
CB-38	D	DOUBLE CELL REINFORCED CONCRETE BOX SKEWED 30° R.F.	RCB2B30RF-2	00E
CB-39	D	DOUBLE CELL REINFORCED CONCRETE BOX SKEWED 30° L.F.	RCB2B30LF-2	00E
CB-40	D	TRIPLE CELL REINFORCED CONCRETE BOX SKEWED 30° R.F.	RCB3B30RF-2	00E
CB-41	D	TRIPLE CELL REINFORCED CONCRETE BOX SKEWED 30° L.F.	RCB3B30LF-2	00E
CB-42	D	ALTERNATE CURTAINWALL FOR RCB	ACW-2	00E

Bridge Design Standards & Specifications

County Bridges - 1999 - English

(Last Revised - April 10, 2006)