+31.92641, -94.97635
31°55'35" N, 94°58'35" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 839 over STRIKER CREEK
Structure number:102010054505020
Location:14.4 MI S OF US 79
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:325.1 ft. [99.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 13.5 / H 15 [2]
Number of main spans:13
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:570 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
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:33.7 tons [30.6 metric tons]
Sufficiency rating:83.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$507,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201583.7FairSatisfactorySatisfactorySatisfactory-570
June 201382.3FairSatisfactorySatisfactorySatisfactory-420
June 201182.3FairSatisfactorySatisfactorySatisfactory-380
April 200982.5FairGoodSatisfactoryGood-680
April 200782.5FairGoodSatisfactoryGood-590
March 200582.5GoodGoodGoodGood-530
March 200382.3GoodGoodGoodGood-580
March 200182.3GoodGoodGoodGood-570
March 199973.0GoodGoodGoodGood-460
April 199773.0GoodGoodGoodGood-450
December 199468.2GoodGoodGoodGoodFO450
December 199263.9GoodVery GoodVery GoodGoodFO320
January 199163.9GoodGoodGoodGoodSD360

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Columneach3636000
Reinforced Concrete Abutmentlinear ft.2222000
Reinforced Concrete Pier Caplinear ft.132129300
Pourable Jointlinear ft.132000132
Reinforced Concrete Slabsq. ft.1313000