Share: 
SH 22 over BRANCH OF CEDRON CREEK
Map
Coordinates:
+31.91134, -97.57489
31°54'41" N, 97°34'30" W
+31.91134, -97.57489
31°54'41" N, 97°34'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 22 over BRANCH OF CEDRON CREEK |
| Structure number: | 090180012101043 |
| Location: | 5.0 MI SE OF SH 174 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 5.9 ft. [1.8 m] |
| Total length: | 28.9 ft. [8.8 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1945 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Number of main spans: | 4 |
| Main spans material: | Masonry [8] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,280 [as of 2013] |
| Truck traffic: | 14% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 72.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $261,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2016 | Fair | 6 out of 10 | 1280 | 72.2 |
| December 2014 | Fair | 6 out of 10 | 1050 | 72.4 |
| December 2012 | Fair | 6 out of 10 | 1050 | 71.4 |
| December 2010 | Fair | 6 out of 10 | 1100 | 72.5 |
| December 2008 | Fair | 6 out of 10 | 1100 | 72.5 |
| March 2007 | Good | 7 out of 10 | 1620 | 72.0 |
| March 2005 | Good | 7 out of 10 | 1500 | 74.0 |
| April 2003 | Good | 7 out of 10 | 1250 | 92.6 |
| May 2001 | Good | 7 out of 10 | 1550 | 96.0 |
| May 1999 | Good | 7 out of 10 | 1100 | 94.3 |
| March 1997 | Good | 7 out of 10 | 1100 | 94.3 |
| February 1995 | Good | 8 out of 10 | 1000 | 94.3 |
| June 1993 | Good | 8 out of 10 | 1050 | 94.3 |
| January 1990 | Good | 8 out of 10 | 930 | 94.4 |
© 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/1530076
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1530076