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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 

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. ratingEvaluationDeckSuper.Sub.ADT
January 201595.9Not deficientGoodGoodSatisfactory50
January 201395.9Not deficientGoodGoodGood50
January 201195.9Not deficientVery GoodGoodGood50
January 200995.9Not deficientVery GoodGoodGood50
January 200795.9Not deficientVery GoodGoodGood50
January 200595.9Not deficientVery GoodGoodGood60
January 200395.9Not deficientVery GoodGoodGood60
June 200195.9Not deficientVery GoodGoodGood60
January 200189.6Not deficientVery GoodVery GoodVery Good60
January 199989.6Not deficientVery GoodVery GoodVery Good50
March 199789.6Not deficientVery GoodVery GoodVery Good50
January 199589.6Not deficientVery GoodVery GoodVery Good50
February 199393.0Not deficientVery GoodSatisfactorySatisfactory50
February 199193.0Not deficientVery GoodVery GoodVery Good50