+33.53861, -95.46643
33°32'19" N, 95°27'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FM 3426 over BIG SANDY CREEK
Structure number:011390131902010
Location:1.0 MI W OF FM 905
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1986
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:3
Main spans material:Prestressed concrete [5]
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: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201695.7FairVery GoodGoodSatisfactory-190
January 201593.0FairVery GoodGoodSatisfactory-270
January 201393.0FairVery GoodGoodSatisfactory-270
December 201094.9FairVery GoodGoodSatisfactory-360
February 200996.6FairVery GoodGoodSatisfactory-210
April 200797.6FairVery GoodGoodSatisfactory-220
July 200597.4FairVery GoodGoodSatisfactory-360
July 200398.6FairGoodGoodSatisfactory-230
May 200198.6FairGoodGoodSatisfactory-240
April 199998.8GoodGoodGoodGood-130
April 199799.7GoodGoodGoodGood-180
October 199699.7GoodVery GoodVery GoodVery Good-180
March 199599.6GoodVery GoodVery GoodVery Good-210
June 199399.7GoodExcellentExcellentExcellent-190
April 199199.7GoodExcellentExcellentExcellent-200