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POST OAK RD -PCT 1 over TRIB TO CROOKED CREEK

Map 

Coordinates:
+33.33239, -98.16199
33°19'57" N, 98°09'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:POST OAK RD -PCT 1 over TRIB TO CROOKED CREEK
Structure number:021200AA0136002
Location:7.9 MI NE OF US 281
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2009]
Deck condition:Good [7 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: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 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:89.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201589.6FairGoodGoodSatisfactory-50
January 201389.6GoodGoodGoodGood-50
January 201191.0GoodVery GoodVery GoodGood-50
January 200991.0GoodVery GoodVery GoodGood-50
January 200791.0GoodVery GoodVery GoodGood-50
January 200590.8GoodVery GoodVery GoodGood-60
January 200390.8GoodVery GoodVery GoodGood-60
January 200190.8GoodVery GoodVery GoodVery Good-60
January 199990.8GoodVery GoodVery GoodVery Good-50
March 199790.8GoodVery GoodVery GoodVery Good-50
January 199590.8FairVery GoodVery GoodSatisfactory-50
February 199393.0FairVery GoodSatisfactorySatisfactory-50
February 199193.0FairVery GoodSatisfactorySatisfactory-50