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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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201540.7Structurally deficientPoorFairFair55
August 201340.7Structurally deficientPoorFairFair55
August 201140.7Structurally deficientPoorFairSatisfactory55
June 200944.0Functionally obsoleteSatisfactoryFairSatisfactory55
June 200744.0Functionally obsoleteSatisfactoryFairSatisfactory55
June 200542.0Functionally obsoleteGoodFairGood55
May 200341.8Functionally obsoleteGoodFairSatisfactory55
June 200149.8Functionally obsoleteSatisfactorySatisfactoryVery Good55
April 199941.8Functionally obsoleteGoodFairGood55
April 199750.8Not deficientVery GoodSatisfactoryVery Good55
March 199551.3Not deficientVery GoodSatisfactoryVery Good50
May 199331.4Structurally deficientVery GoodSatisfactoryVery Good50
July 199123.4Structurally deficientSatisfactorySatisfactoryCritical50
May 199023.4Structurally deficientGoodSatisfactorySerious50