FM 268 over DRAW


+34.43880, -100.17186
34°26'20" N, 100°10'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FM 268 over DRAW
Structure number:250380070402001
Location:2.270MI NE JCT US287 IN C
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:36.1 ft. [11.0 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 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:190 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
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:81.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201581.4GoodGoodGoodGood-190
August 201381.4GoodGoodGoodGood-250
August 201181.4GoodGoodGoodGood-170
August 200981.7GoodGoodGoodGood-180
August 200781.7GoodGoodGoodGood-190
September 200584.3GoodGoodGoodGood-150
October 200369.3GoodGoodGoodGood-190
October 200169.3Good----250
October 199969.3Good----190
April 199874.8GoodVery GoodVery GoodGood-190
April 199677.8GoodVery GoodVery GoodVery Good-190
May 199477.8GoodVery GoodVery GoodVery Good-360
March 199284.2GoodVery GoodVery GoodVery Good-190
June 199084.2GoodVery GoodVery GoodVery Good-190