FM 1152 over CACHE CREEK
Map
Coordinates:
+33.51193, -99.3418733°30'43" N, 99°20'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1152 over CACHE CREEK |
Structure number: | 030120129701001 |
Location: | 2.1 MI S OF US 277 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 5.9 ft. [1.8 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 20 [as of 2011] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2017 | Fair | 5 out of 10 | 20 | 74.8 |
October 2015 | Fair | 5 out of 10 | 20 | 74.5 |
October 2013 | Fair | 5 out of 10 | 20 | 74.5 |
November 2011 | Fair | 5 out of 10 | 40 | 62.1 |
October 2009 | Fair | 5 out of 10 | 60 | 62.3 |
October 2007 | Fair | 5 out of 10 | 40 | 64.3 |
October 2005 | Good | 7 out of 10 | 40 | 74.3 |
September 2003 | Good | 7 out of 10 | 50 | 76.1 |
September 2001 | Good | 7 out of 10 | 20 | 76.1 |
July 1999 | Good | 7 out of 10 | 60 | 74.1 |
August 1997 | Good | 7 out of 10 | 20 | 74.1 |
August 1995 | Good | 7 out of 10 | 50 | 81.6 |
October 1993 | Good | 7 out of 10 | 50 | 81.6 |
October 1991 | Good | 7 out of 10 | 50 | 81.6 |