This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.


+33.52121, -95.62185
33°31'16" N, 95°37'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FM 1184 over JUSTISS CREEK
Structure number:011390131901001
Location:2.0 MI W OF SH 19
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1952
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: January 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2011]
Truck traffic:25% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 the assessed or calculated scour condition. [8]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:60.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201560.8FairGoodGoodSatisfactoryFO250
January 201360.8FairGoodGoodSatisfactoryFO250
December 201051.0FairGoodGoodFairFO280
February 200951.0FairGoodGoodFairFO210
April 200755.9FairGoodGoodSatisfactoryFO190
June 200555.9FairGoodGoodSatisfactoryFO190
July 200358.7FairGoodGoodSatisfactoryFO310
May 200158.7FairGoodGoodSatisfactoryFO210
April 199958.7FairGoodGoodSatisfactoryFO280
April 199762.2FairGoodGoodSatisfactory-170
September 199649.2FairGoodSatisfactoryFair-170
March 199557.7FairGoodSatisfactorySatisfactory-180
June 199366.5FairGoodSatisfactorySatisfactory-350
April 199166.5FairGoodSatisfactorySatisfactory-220