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HOLLY GROVE ROAD over MENARD CREEK

Map 

Coordinates:
+30.50367, -94.68828
30°30'13" N, 94°41'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOLLY GROVE ROAD over MENARD CREEK
Structure number:111870AA0366003
Location:10.1 MI SE OF FM 943
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.1 ft. [4.9 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:8
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:55 [as of 2015]
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:21.8 tons [19.8 metric tons]
Inventory rating:14.9 tons [13.5 metric tons]
Sufficiency rating:40.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201540.7PoorPoorFairFairSD55
August 201340.7PoorPoorFairFairSD55
August 201140.7PoorPoorFairSatisfactorySD55
June 200944.0FairSatisfactoryFairSatisfactoryFO55
June 200744.0FairSatisfactoryFairSatisfactoryFO55
June 200542.0FairGoodFairGoodFO55
May 200341.8FairGoodFairSatisfactoryFO55
June 200149.8FairSatisfactorySatisfactoryVery GoodFO55
April 199941.8FairGoodFairGoodFO55
April 199750.8FairVery GoodSatisfactoryVery Good-55
March 199551.3FairVery GoodSatisfactoryVery Good-50
May 199331.4FairVery GoodSatisfactoryVery GoodSD50
July 199123.4PoorSatisfactorySatisfactoryCriticalSD50
May 199023.4PoorGoodSatisfactorySeriousSD50