Share: 
SH 114 over ROCK CREEK
Map
Coordinates:
+33.56131, -99.21389
33°33'41" N, 99°12'50" W
+33.56131, -99.21389
33°33'41" N, 99°12'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SH 114 over ROCK CREEK |
| Structure number: | 030120013305009 |
| Location: | 3.3 MI SE OF US 277 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 7.9 ft. [2.4 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Roadway width between curbs: | 39.7 ft. [12.1 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1929 |
| Year reconstructed: | 1950 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 4 |
| 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: | 1,760 [as of 2013] |
| Truck traffic: | 19% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| 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: | 77.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $100,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Fair | 6 out of 10 | 1760 | 77.0 |
| November 2015 | Fair | 6 out of 10 | 1760 | 76.8 |
| November 2013 | Fair | 6 out of 10 | 1300 | 91.3 |
| November 2011 | Fair | 6 out of 10 | 1150 | 76.9 |
| October 2009 | Fair | 6 out of 10 | 1350 | 77.1 |
| October 2007 | Fair | 6 out of 10 | 1240 | 76.1 |
| October 2005 | Fair | 6 out of 10 | 1100 | 74.1 |
| September 2003 | Fair | 5 out of 10 | 1150 | 65.9 |
| September 2001 | Fair | 5 out of 10 | 1250 | 65.9 |
| July 1999 | Poor | 4 out of 10 | 1300 | 50.7 |
| August 1997 | Poor | 4 out of 10 | 1400 | 47.7 |
| August 1995 | Fair | 5 out of 10 | 1400 | 70.3 |
| June 1994 | Poor | 4 out of 10 | 1300 | 55.2 |
| October 1993 | Poor | 3 out of 10 | 1250 | 41.0 |
| October 1991 | Fair | 5 out of 10 | 1150 | 70.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 168 | 144 | 20 | 4 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 100 | 100 | 0 | 0 | 0 |
© 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/1522562
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1522562