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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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201549.0Structurally deficientGoodSatisfactorySatisfactory100
July 201349.0Structurally deficientVery GoodSatisfactorySatisfactory100
July 201153.3Structurally deficientVery GoodSatisfactorySatisfactory100
May 200949.7Structurally deficientSatisfactorySatisfactorySatisfactory100
May 200749.7Structurally deficientSatisfactorySatisfactorySatisfactory100
May 200549.7Structurally deficientSatisfactorySatisfactoryGood100
May 200350.6Functionally obsoleteSatisfactorySatisfactoryGood100
June 200149.4Structurally deficientGoodSatisfactoryGood100
April 199949.4Structurally deficientSatisfactorySatisfactoryGood100
April 199747.4Structurally deficientSatisfactorySatisfactoryGood100
March 199547.8Structurally deficientSatisfactorySatisfactoryGood100
June 199354.2Functionally obsoleteGoodGoodGood100
July 199151.2Functionally obsoleteGoodGoodVery Good100
May 199051.2Functionally obsoleteGoodGoodVery Good100