+32.06924, -95.60075
32°04'09" N, 95°36'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 315 over CADDO CREEK
Structure number:101080089001017
Location:0.40 MI S OF US 175
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:860 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood86097.4
March 2015GoodGoodGoodGood86097.4
April 2013GoodGoodGoodGood82097.4
April 2011GoodGoodGoodGood96097.3
March 2009FairGoodGoodSatisfactory98097.3
March 2007GoodGoodGoodGood86099.4
April 2005GoodGoodGoodGood95098.3
February 2003GoodGoodGoodGood85099.4
April 2001GoodVery GoodVery GoodGood94099.3
October 1998GoodVery GoodGoodGood105099.2
April 1997GoodVery GoodVery GoodGood82099.4
August 1996GoodVery GoodVery GoodGood82099.4