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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 

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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201594.9FairGoodSatisfactoryGood-50
January 201394.9FairGoodSatisfactoryGood-50
January 201194.9GoodVery GoodGoodGood-50
January 200994.9GoodVery GoodGoodGood-50
January 200794.9GoodVery GoodGoodGood-50
January 200594.9GoodVery GoodGoodGood-50
January 200394.9GoodVery GoodGoodGood-50
January 200194.9FairSatisfactoryGoodGood-50
January 199994.9FairSatisfactoryGoodGood-50
March 199776.1FairSatisfactoryGoodGood-50
February 199576.1FairSatisfactoryGoodGood-50
February 199381.5FairSatisfactorySatisfactoryVery Good-50
February 199181.5GoodVery GoodVery GoodVery Good-50