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County Bridge Design Standards - 1999 - English
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   DOUBLE TEE DETAILS TT1-2 01E
CB-02   DOUBLE TEE STRAND PATTERNS TT2-2 00E
CB-03   DOUBLE TEE BRIDGE SECTIONS TTB1-2 00E
CB-04   DOUBLE TEE BRIDGE SLAB DETAILS TTB2-2 00E
CB-05   DOUBLE TEE BRIDGE SLAB SCHEDULE TTB3-2 00E
CB-06   DETAILS OF ABUTMENT FOR DOUBLE TEE
2’-6" DEEP SEAT
TTA1-2 01E
CB-07   DOUBLE TEE ABUTMENT PILING AND EXCAVATION
DETAILS 2’-6" DEEP SEAT
TTA2-2 01E
CB-08   DOUBLE TEES ABUTMENT SCHEDULES
2’-6" DEEP SEAT
TTA3-2 00E
CB-09   DETAILS OF ABUTMENT FOR DOUBLE TEE
SKEWED 0° - 26’-0" NOMINAL CLEAR ROADWAY
TTA4-2 02E
CB-10   DETAIL OF ABUTMENT FOR DOUBLE TEE
SKEWED 30° - 26’-0" NOMINAL CLEAR ROADWAY
TTA5-2 02E
CB-10A   DETAIL OF ABUTMENT FOR DOUBLE TEE
SKEWED 0° - 32’-0" NOMINAL CLEAR ROADWAY
TTA6-2 00E
CB-10B   DETAIL OF ABUTMENT FOR DOUBLE TEE
SKEWED 30° - 32’-0" NOMINAL CLEAR ROADWAY
TTA7-2 00E
CB-11   PIER SUMMARY SCHEDULE FOR PIERS
UNDER DOUBLE TEES
PIER1-2 00E
CB-12   PIER DETAILS FOR PIERS UNDER DOUBLE TEES PIER2-2 01E
CB-13   PIER SCHEDULE FOR PIERS UNDER DOUBLE TEES PIER3-2 01E
CB-14   DECK SECTIONS FOR P.C. BEAMS PCB1-2 01E
CB-15   LONGITUDINAL SECTION AND PLAN FOR
P.C. BEAMS
PCB2-2 01E
CB-16   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE II - 26’-9" RDY.
PCB3-2 01E
CB-17   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE II - 32’-9" RDY.
PCB4-2 01E
CB-18   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE III - 26’-9" RDY.
PCB5-2 01E
CB-19   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE III - 32’-9" RDY.
PCB6-2 01E
CB-20   P.C. BEAM ELEVATIONS TYPE IV PCB7-2 02E
CB-21   P.C. BEAM SECTIONS
TYPE IV - 26’-9" AND 32’-9" RDY.
PCB8-2 00E
CB-22   MISCELLANOUS DETAILS FOR P.C. BEAMS PCB9-2 00E
CB-23   BEARING DETAILS FOR P.C. BEAMS PCB10-2 02E
CB-24   ABUTMENTS FOR P.C. BEAMS
SKEWED 0° - 26’-9" AND 32’-9" RDY
APCB1-2 03E
CB-25   ABUTMENTS FOR P.C. BEAMS
SKEWED 30° - 26’-9" AND 32’-9" RDY
APCB2-2 01E
CB-26   ABUTMENTS FOR P.C. BEAMS
SKEWED 30° - 26’-9" AND 32’-9" RDY
APCB3-2 04E
CB-27   PIER DETAILS FOR PIERS UNDER
PRESTRESSED CONCRETE BEAMS
PIER4-2 02E
CB-28   PIER SCHEDULES FOR PIERS UNDER
PRESTRESSED CONCRETE BEAMS
PIER5-2 01E
CB-29   PIER SUMMARY SCHEDULE FOR PIERS UNDER
PRESTRESSED CONCRETE BEAMS
PIER6-2 00E
CB-30   BRIDGE END GUARDRAIL BEGR1-2 00E
CB-31   BRIDGE END GUARDRAIL HARDWARE BEGR2-2 00E
CB-32   SEALED EXPANSION JOINT - COUNTY SEJ-CO-2 01E
CB-33   CONCRETE TRAFFIC RAIL TR1-2 00E
CB-34   TUBULAR METAL TRAFFIC RAIL TR2-2 00E
CB-35   STANDARD PILING DETAILS P1-2 00E
CB-36   DOUBLE CELL REINFORCED CONCRETE BOX RCB2B-2 00E
CB-37   TRIPLE CELL REINFORCED CONCRETE BOX RCB3B-2 00E
CB-38   DOUBLE CELL REINFORCED CONCRETE BOX
SKEWED 30° R.F.
RCB2B30RF-2 00E
CB-39   DOUBLE CELL REINFORCED CONCRETE BOX
SKEWED 30° L.F.
RCB2B30LF-2 00E
CB-40   TRIPLE CELL REINFORCED CONCRETE BOX
SKEWED 30° R.F.
RCB3B30RF-2 00E
CB-41   TRIPLE CELL REINFORCED CONCRETE BOX
SKEWED 30° L.F.
RCB3B30LF-2 00E
CB-42   ALTERNATE CURTAINWALL FOR RCB ACW-2 00E

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