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