+31.92604, -94.02345
31°55'34" N, 94°01'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 2787 over STYLES CREEK
Structure number:112100274801001
Location:1.00 MI S OF FM 139
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:220 [as of 2013]
Truck traffic:11% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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: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:90.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Good7 out of 1022090.0
April 2014Good7 out of 1021090.0
June 2012Good7 out of 1021090.0
May 2010Good7 out of 1022090.0
June 2008Good7 out of 1018091.3
August 2006Good8 out of 1017080.4
June 2004Good8 out of 1014080.4
June 2002Good7 out of 1023079.4
July 2000Good8 out of 1020079.7
June 1998Good7 out of 1015086.9
April 1996Good7 out of 1011086.9
February 1995Good8 out of 1039097.1
September 1992Good8 out of 1034097.1
August 1990Good8 out of 1035097.1