Share: 
SR1325 over CYPRESS CREEK
Map
Coordinates:
+36.51494, -77.40710
36°30'54" N, 77°24'26" W
+36.51494, -77.40710
36°30'54" N, 77°24'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1325 over CYPRESS CREEK |
| Structure number: | 000000001310086 |
| Old structure number: | 000000000131086 (from 1992 edition) |
| Location: | 1.0MI.E.JCT.SR1326 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 28.9 ft. [8.8 m] |
| Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1978 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60 [as of 2012] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 90.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 90.9 |
| December 2016 | Fair | Fair | Fair | Satisfactory | 60 | 78.9 |
| December 2014 | Fair | Fair | Fair | Satisfactory | 60 | 78.9 |
| December 2012 | Fair | Fair | Fair | Fair | 60 | 78.9 |
| December 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 90.7 |
| December 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 90.7 |
| February 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 86.8 |
| February 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 86.8 |
| April 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 86.8 |
| January 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 86.8 |
| February 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 60 | 89.5 |
| March 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 89.3 |
| March 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 360 | 89.3 |
| February 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 89.4 |
| February 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 300 | 89.4 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1332663
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1332663