+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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201695.7Not deficientVery GoodGoodSatisfactory190
January 201593.0Not deficientVery GoodGoodSatisfactory270
January 201393.0Not deficientVery GoodGoodSatisfactory270
December 201094.9Not deficientVery GoodGoodSatisfactory360
February 200996.6Not deficientVery GoodGoodSatisfactory210
April 200797.6Not deficientVery GoodGoodSatisfactory220
July 200597.4Not deficientVery GoodGoodSatisfactory360
July 200398.6Not deficientGoodGoodSatisfactory230
May 200198.6Not deficientGoodGoodSatisfactory240
April 199998.8Not deficientGoodGoodGood130
April 199799.7Not deficientGoodGoodGood180
October 199699.7Not deficientVery GoodVery GoodVery Good180
March 199599.6Not deficientVery GoodVery GoodVery Good210
June 199399.7Not deficientExcellentExcellentExcellent190
April 199199.7Not deficientExcellentExcellentExcellent200