Bridge Repair
Revised: July 1, 2020BRIDGE REPAIRS | ||
| DRAWING | REVISION DATE | DESCRIPTION |
| SBR-2-115 | 06/15/2016 | GENERAL NOTES AND DETAILS FOR EXPANSION JOINT REPLACEMENT CONSTRUCTION TYPES “A” THRU “J” - 1991 |
| SBR-2-116 | 01/04/1996 | GENERAL DETAILS FOR STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPES “A” THRU “J” - 1991 |
| SBR-2-117 | 05/30/1996 | STRIPSEAL EXPANSION JOINTS - REPLACEMENT CONSTRUCTION DETAILS TYPE “A” AND TYPE “B” - 1991 |
| SBR-2-118 | 05/30/1996 | STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPE “C” AND TYPE “D” - 1991 |
| SBR-2-119 | 05/30/1996 | STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPE “E” AND TYPE “F” - 1991 |
| SBR-2-120 | 05/30/1996 | STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPE “G” AND TYPE “H” - 1991 |
| SBR-2-121 | 01/04/1996 | STRIPSEAL EXPANSION JOINT REPLACEMENT CONSTRUCTION DETAILS TYPE “J” - 1991 |
| SBR-2-122 | 01/04/1996 | DETAILS FOR PRECAST SLAB BRIDGE CHANNELS, SPANS 16’ - 0” THRU 34’ - 0”, DEGREE OF SKEW 90 - 75 - 60 - 45 - 1992 |
| SBR-2-123 | 01/04/1996 | DETAILS FOR PRECAST SLAB BRIDGE CHANNELS, SPANS 16’ - 0” THRU 34’ -0”, DEGREE OF SKEW 90 - 75 - 60 - 45 - 1992 |
| SBR-2-124 | 01/04/1996 | DETAILS SHOWING REPLACEMENT OF EXISTING BRIDGERAIL SYSTEM WITH NEW JERSEY SHAPE CONCRETE PARAPET AND NEW 10’ -2” ENDPOST - 1988 |
| SBR-2-125 | 11/05/2001 | DETAILS SHOWING REPLACEMENT OF EXISTING BRIDGERAIL SYSTEM WITH NEW JERSEY SHAPE CONCRETE PARAPET AND NEW 10’ -2” ENDPOST - 1988 |
| SBR-2-126 | 01/04/1996 | DETAILS SHOWING REPLACEMENT OF EXISTING BRIDGERAIL SYSTEM WITH NEW JERSEY SHAPE CONCRETE PARAPET AND NEW 10’ -2” ENDPOST - 1988 |
| SBR-2-127 | 11/05/2001 | DETAILS SHOWING PIER PROTECTION WITH NEW CONCRETE BARRIER WALL - 1988 |
| SBR-2-128 | 01/04/1996 | DETAILS SHOWING PIER PROTECTION WITH NEW CONCRETE BARRIER WALL - 1988 |
| SBR-2-129 | 11/05/2001 | DETAILS SHOWING PIER PROTECTION WITH NEW VERTICAL CONCRETE BARRIER - 1988 |
| SBR-2-130 | 01/04/1996 | DETAILS SHOWING PIER PROTECTION WITH NEW VERTICAL CONCRETE BARRIER - 1988 |
| SBR-2-131 | 01/22/2002 | DETAILS SHOWING GUARDRAIL ATTACHMENT AT BRIDGE ENDS TO EXISTING CONCRETE SLOPE FACE ENDPOST - 1989 |
| SBR-2-132 | 01/04/1996 | DETAILS SHOWING GUARDRAIL ATTACHMENT AT BRIDGE ENDS TO EXISTING CONCRETE SLOPE FACE ENDPOST - 1989 |
| SBR-2-133 | 01/22/2002 | DETAILS SHOWING GUARDRAIL ATTACHMENT AT BRIDGE ENDS TO EXISTING CONCRETE VERTICAL FACE ENDPOST - 1989 |
| SBR-2-134 | 01/04/1996 | DETAILS SHOWING GUARDRAIL ATTACHMENT AT BRIDGE ENDS TO EXISTING CONCRETE VERTICAL FACE ENDPOST - 1989 |
| SBR-2-135 | 01/22/2002 | GUARDRAIL ATTACHMENT TO EXISTING PIER PROTECTION - 1991 |
| SBR-2-136 | 11/05/2001 | STANDARD DRAWING FOR REPLACING EXISTING CONCRETE ENDPOST AND GUARDRAIL AT EXISTING BRIDGE ENDS - 1992 |
| SBR-2-137 | 11/05/2001 | STANDARD SHOWING DETAILS FOR ATTACHING NEW GUARDRAIL TO EXISTING END OF BRIDGE - 1992 |
| SBR-2-138 | 11/05/2001 | STANDARD SHOWING DETAILS FOR ATTACHING NEW GUARDRAIL AT EXISTING BRIDGE END AND ALONG EXISTING BRIDGE RAIL - 1992 |
| SBR-2-140 | 11/05/2001 | STANDARD SHOWING DETAILS FOR ATTACHING NEW GUARDRAIL ALONG EXISTING BRIDGE RAILS - 1992 |
| SBR-2-144 | 01/22/2002 | STANDARD SHOWING DETAILS OF ATTACHING GUARDRAIL BRIDGERAIL TO TOP OF EXISTING CURBS - 1992 |
If you find any mistakes, missing information or have a question, contact:
Structures Division
Ted A. Kniazewycz, P.E.,F.ASCE
1100 James K. Polk Building
Nashville, TN 37243
Phone: 615-741-3351
Email: Ted.Kniazewycz@tn.gov
This Page Last Updated: July 12, 2024 at 11:31 AM