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FM 1498 over HICKORY CREEK

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

Map 

Coordinates:
+33.47111, -95.51564
33°28'16" N, 95°30'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 1498 over HICKORY CREEK
Structure number:011390132001001
Location:3.8 MI W OF FM 1497
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1955
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:4
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:Poor
Status:Open, no restriction [A]
Average daily traffic:230 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:62.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$6,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201562.4PoorGoodSatisfactoryPoorSD230
January 201362.4PoorGoodSatisfactoryPoorSD230
December 201063.4PoorGoodSatisfactoryPoorSD170
February 200961.4PoorGoodSatisfactoryPoorSD190
April 200764.5FairGoodSatisfactoryFair-290
July 200564.5FairGoodSatisfactoryFair-260
July 200366.2FairSatisfactorySatisfactoryFair-270
May 200166.2FairGoodGoodFair-310
April 199970.7FairGoodGoodFair-250
April 199773.2FairSatisfactorySatisfactoryFair-230
October 199654.2PoorSatisfactorySatisfactoryPoorSD230
March 199553.7PoorSatisfactorySatisfactoryPoorSD200
June 199351.4PoorGoodSatisfactoryPoorSD220
April 199151.4PoorGoodGoodPoorSD210