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FOREST HILLS LOOP over CANEY CREEK

Map 

Coordinates:
+30.79331, -95.06024
30°47'36" N, 95°03'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FOREST HILLS LOOP over CANEY CREEK
Structure number:111870AA0110001
Location:0.6 MI S OF US 190
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:18.7 ft. [5.7 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:4
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:12.9 tons [11.7 metric tons]
Inventory rating:8.9 tons [8.1 metric tons]
Sufficiency rating:49.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201549.0FairGoodSatisfactorySatisfactorySD100
July 201349.0FairVery GoodSatisfactorySatisfactorySD100
July 201153.3FairVery GoodSatisfactorySatisfactorySD100
May 200949.7FairSatisfactorySatisfactorySatisfactorySD100
May 200749.7FairSatisfactorySatisfactorySatisfactorySD100
May 200549.7FairSatisfactorySatisfactoryGoodSD100
May 200350.6FairSatisfactorySatisfactoryGoodFO100
June 200149.4FairGoodSatisfactoryGoodSD100
April 199949.4FairSatisfactorySatisfactoryGoodSD100
April 199747.4FairSatisfactorySatisfactoryGoodSD100
March 199547.8FairSatisfactorySatisfactoryGoodSD100
June 199354.2GoodGoodGoodGoodFO100
July 199151.2GoodGoodGoodVery GoodFO100
May 199051.2GoodGoodGoodVery GoodFO100