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POST OAK RD -PCT 1 over TRIB TO CROOKED CREEK

Map 

Coordinates:
+33.33556, -98.15658
33°20'08" N, 98°09'24" 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:021200AA0136003
Location:8.0 MI NE OF US 281
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:18.0 ft. [5.5 m]
Total length:35.1 ft. [10.7 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:Monolithic Concrete (concurrently placed with structural deck) [1]

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: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 assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201595.9FairGoodGoodSatisfactory-50
January 201395.9GoodGoodGoodGood-50
January 201195.9GoodVery GoodGoodGood-50
January 200995.9GoodVery GoodGoodGood-50
January 200795.9GoodVery GoodGoodGood-50
January 200595.9GoodVery GoodGoodGood-60
January 200395.9GoodVery GoodGoodGood-60
June 200195.9GoodVery GoodGoodGood-60
January 200189.6GoodVery GoodVery GoodVery Good-60
January 199989.6GoodVery GoodVery GoodVery Good-50
March 199789.6GoodVery GoodVery GoodVery Good-50
January 199589.6GoodVery GoodVery GoodVery Good-50
February 199393.0FairVery GoodSatisfactorySatisfactory-50
February 199193.0GoodVery GoodVery GoodVery Good-50