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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:19.0 ft. [5.8 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 

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. ratingEvaluationDeckSuper.Sub.ADT
January 201589.6Not deficientGoodGoodSatisfactory50
January 201389.6Not deficientGoodGoodGood50
January 201191.0Not deficientVery GoodVery GoodGood50
January 200991.0Not deficientVery GoodVery GoodGood50
January 200791.0Not deficientVery GoodVery GoodGood50
January 200590.8Not deficientVery GoodVery GoodGood60
January 200390.8Not deficientVery GoodVery GoodGood60
January 200190.8Not deficientVery GoodVery GoodVery Good60
January 199990.8Not deficientVery GoodVery GoodVery Good50
March 199790.8Not deficientVery GoodVery GoodVery Good50
January 199590.8Not deficientVery GoodVery GoodSatisfactory50
February 199393.0Not deficientVery GoodSatisfactorySatisfactory50
February 199193.0Not deficientVery GoodSatisfactorySatisfactory50