US 87 over LEDBETTER CREEK
Map
Coordinates:
+31.23176, -99.6723131°13'54" N, 99°40'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 87 over LEDBETTER CREEK |
Structure number: | 070480007005028 |
Location: | 5.0 MI E OF FM 2134 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 7.9 ft. [2.4 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.9 ft. [14.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1935 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 11 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,630 [as of 2013] |
Truck traffic: | 19% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 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: | 88.3 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $11,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Fair | 5 out of 10 | 2630 | 88.3 |
June 2016 | Fair | 6 out of 10 | 2630 | 77.3 |
June 2014 | Good | 7 out of 10 | 2900 | 77.2 |
June 2012 | Good | 7 out of 10 | 2900 | 77.2 |
September 2010 | Good | 7 out of 10 | 2200 | 84.2 |
June 2008 | Poor | 4 out of 10 | 2300 | 54.7 |
August 2006 | Poor | 4 out of 10 | 2800 | 52.5 |
October 2004 | Fair | 5 out of 10 | 2700 | 83.3 |
August 2002 | Fair | 5 out of 10 | 2400 | 84.4 |
November 2000 | Fair | 5 out of 10 | 2400 | 83.4 |
September 1998 | Fair | 5 out of 10 | 3100 | 83.2 |
August 1996 | Fair | 5 out of 10 | 2500 | 84.3 |
September 1994 | Fair | 6 out of 10 | 2500 | 95.4 |
June 1992 | Fair | 6 out of 10 | 2100 | 92.6 |
July 1990 | Fair | 5 out of 10 | 2100 | 81.5 |
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. | 528 | 438 | 50 | 40 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 255 | 255 | 0 | 0 | 0 |