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County Bridge Design Standards - 1999 - Metric
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-01M   DOUBLE CELL REINFORCED CONCRETE BOX
SKEWED 0° (FILLS LESS THAN 1500mm)
RCB2B-1 00M
CB-02M   TRIPLE CELL REINFORCED CONCRETE BOX
SKEWED 30° L.F. (FILLS LESS THAN 1500mm)
RCB3B-1 00M
CB-03M   DOUBLE CELL REINFORCED CONCRETE BOX
SKEWED 30° R.F. (FILLS LESS THAN 1500mm)
RCB2B30LF-1 00M
CB-04M   DOUBLE CELL REINFORCED CONCRETE BOX
SKEWED 30° R.F. (FILLS LESS THAN 1500mm)
RCB2B30RF-1 00M
CB-05M   TRIPLE CELL REINFORCED CONCRETE BOX
SKEWED 30° L.F. (FILLS LESS THAN 1500mm)
RCB3B30LF-1 00M
CB-06M   TRIPLE CELL REINFORCED CONCRETE BOX
SKEWED 30° R.F. (FILLS LESS THAN 1500mm)
RCB3B30RF-1 00M
CB-07M thru CB-09M are not assigned
CB-10M   DOUBLE TEE CROSS SECTIONS TT1-1 00M
CB-11M   DOUBLE TEE STRAND PATTERNS TT2-1 00M
CB-12M   DOUBLE TEE BRIDGE SECTIONS TTB1-1 00M
CB-13M   DOUBLE TEE BRIDGE SLAB DETAILS TTB2-1 00M
CB-14M   DOUBLE TEE BRIDGE SLAB SCHEDULE TTB3-1 00M
CB-15M   DETAILS OF ABUTMENT FOR DOUBLE TEES
SKEWED 0° -8m NOMINAL CLEAR ROADWAY
TTA1-1 00M
CB-16M   DETAILS OF ABUTMENT FOR DOUBLE TEES
SKEWED 30° L.F. - 8m NOMINAL CLEAR ROADWAY
TTA2-a 00M
CB-17M   DETAILS OF ABUTMENT FOR DOUBLE TEES
SKEWED 30° R.F. - 8m NOMINAL CLEAR ROADWAY
TTA3-1 00M
CB-18M   DETAILS OF ABUTMENT FOR DOUBLE TEE
SKEWED 0° 10m - NOMINAL CLEAR ROADWAY
TTA4-1 00M
CB-19M   DETAIL OF ABUTMENT FOR DOUBLE TEE
SKEWED 30° L.F. - 10m NOMINAL CLEAR ROADWAY
TTA5-1 00M
CB-20M   DETAIL OF ABUTMENT FOR DOUBLE TEE
SKEWED 30° R.F. - 10m NOMINAL CLEAR ROADWAY
TTA6-1 00M
CB-21M   PIER SUMMARY SCHEDULE FOR PIERS
UNDER DOUBLE TEES
PIER1-1 00M
CB-22M   PIER DETAILS FOR PIERS UNDER DOUBLE TEES PIER2-1 00M
CB-23M   PIER SCHEDULES FOR PIERS UNDER DOUBLE TEES PIER3-1 00M
CB-24M thru CB-29M are not assigned
CB-30M   DECK SECTION FOR P.C. BEAMS PCB1-1 01M
CB-31M   LONGITUDINAL SECTION AND PLAN FOR
P.C. BEAMS
PCB2-1 01M
CB-32M   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE II - 7.8m RDY.
PCB3-1 00M
CB-33M   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE II -10.2m RDY.
PCB4-1 01M
CB-34M   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE III - 7.8m RDY.
PCB5-1 00M
CB-35M   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE III - 10.2m RDY.
PCB6-1 00M
CB-36M   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE IV - 7.8m RDY.
PCB7-1 00M
CB-37M   P.C. BEAM ELEVATIONS AND SECTIONS
TYPE IV - 10.2m RDY.
PCB8-1 00M
CB-38M   MISCELLANOUS DETAILS FOR P.C. BEAMS PCB9-1 00M
CB-39M   BEARING DETAILS FOR P.C. BEAMS PCB10-1 01M
CB-40M   ABUTMENTS FOR P.C. BEAMS
SKEWED 0° - 7.8m AND 10.2m RDY
APCB1-1 00M
CB-41M   ABUTMENTS FOR P.C. BEAMS
SKEWED 30° - 7.8m AND 10.2m RDY
APCB2-1 01M
CB-42M   ABUTMENTS FOR P.C. BEAMS
SKEWED 30° - 7.8m AND 10.2m RDY
APCB3-1 01M
CB-43M   PIER DETAILS FOR PIERS UNDER
PRESTRESSED CONCRETE BEAMS
PIER4-1 01M
CB-44M   PIER SCHEDULES FOR PIERS UNDER
PRESTRESSED CONCRETE BEAMS
PIER5-1 00M
CB-45M thru CB-49M are not assigned
CB-50M   BRIDGE END GUARDRAIL BEGR1-1 00M
CB-51M   BRIDGE END GUARDRAIL HARDWARE BEGR2-1 00M
CB-52M   SEALED EXPANSION JOINT - COUNTY SEJ-CO-1 00M
CB-53M   CONCRETE TRAFFIC RAIL TR1-1 00M

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