FM 268 over DRAW


+34.43791, -100.13806
34°26'16" N, 100°08'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FM 268 over DRAW
Structure number:250380070402015
Location:4.200MI NE JCT US287 IN C
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:State Highway Agency [01]
Year built:1938
Year reconstructed:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:160 [as of 2013]
Truck traffic:30% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:75.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201575.9Not deficientGoodGoodSatisfactory160
August 201385.9Not deficientGoodGoodGood100
August 201185.9Not deficientGoodGoodGood100
August 200986.2Not deficientGoodGoodGood90
August 200776.2Not deficientGoodGoodGood120
September 200588.8Not deficientGoodGoodGood90
October 200363.8Not deficientGoodGoodGood130
October 200163.8Not deficient---150
October 199963.8Not deficient---140
April 199874.8Not deficientVery GoodVery GoodVery Good170
April 199677.8Not deficientVery GoodVery GoodVery Good170
May 199477.8Not deficientVery GoodVery GoodVery Good300
March 199284.2Not deficientVery GoodVery GoodVery Good130
June 199084.2Not deficientVery GoodVery GoodVery Good170