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FM 887 over COOPER CREEK

Map

Coordinates:
+29.06761, -97.85916
29°04'03" N, 97°51'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 887 over COOPER CREEK
Structure number:161290112202007
Location:5.7 MI E OF SH 123
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:5.9 ft. [1.8 m]
Total length:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1954
Year reconstructed:2003
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:640 [as of 2013]
Truck traffic:23% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$48,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 1064094.6
April 2014Good7 out of 1079094.5
April 2012Good7 out of 1022096.9
April 2010Good7 out of 109097.0
April 2008Good7 out of 1013097.9
May 2006Good7 out of 1019097.9
April 2004Good7 out of 1011094.9
April 2002Good7 out of 1010094.9
June 1998Good7 out of 1012096.9
April 1996Good7 out of 1013096.9
April 1994Good7 out of 1014094.9
December 1991Good7 out of 109094.0