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CR 15800 over Hickory Creek

Map 

Coordinates:
+33.47300, -95.51819
33°28'23" N, 95°31'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 15800 over Hickory Creek
Structure number:011390AA0437001
Location:0.1 Mi N of FM 498
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel continuous [4]
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: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:68.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201568.5FairGoodSatisfactoryFair-10
January 201467.2FairGoodSatisfactoryFair-10
February 201268.5FairGoodSatisfactoryFair-10
February 201067.5FairGoodSatisfactoryFair-10
February 200867.5FairGoodSatisfactoryFair-10
March 200651.5PoorGoodSatisfactoryPoorSD10
February 200478.3FairGoodSatisfactorySatisfactory-10
March 200278.3FairGoodSatisfactorySatisfactory-10
April 200078.2FairGoodSatisfactorySatisfactory-20
January 199878.2FairVery GoodSatisfactorySatisfactory-20
February 199661.3GoodVery GoodGoodGood-20
February 199442.3GoodVery GoodGoodGood-50
December 199116.2PoorSeriousPoorFairSD50