SR1325 over CYPRESS CREEK
Map
Coordinates:
+36.51494, -77.4071036°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 |