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POST OAK RD -PCT 1 over JONES CREEK

Map 

Coordinates:
+33.43152, -98.14849
33°25'53" N, 98°08'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:POST OAK RD -PCT 1 over JONES CREEK
Structure number:021200AA0137001
Location:1.25 MI. S. FROM FM 2127
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$11,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201594.9Not deficientGoodSatisfactoryGood50
January 201394.9Not deficientGoodSatisfactoryGood50
January 201194.9Not deficientVery GoodGoodGood50
January 200994.9Not deficientVery GoodGoodGood50
January 200794.9Not deficientVery GoodGoodGood50
January 200594.9Not deficientVery GoodGoodGood50
January 200394.9Not deficientVery GoodGoodGood50
January 200194.9Not deficientSatisfactoryGoodGood50
January 199994.9Not deficientSatisfactoryGoodGood50
March 199776.1Not deficientSatisfactoryGoodGood50
February 199576.1Not deficientSatisfactoryGoodGood50
February 199381.5Not deficientSatisfactorySatisfactoryVery Good50
February 199181.5Not deficientVery GoodVery GoodVery Good50