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NETTLES CEMETERY R over BEECH CREEK

Map 

Coordinates:
+30.71716, -94.84573
30°43'02" N, 94°50'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NETTLES CEMETERY R over BEECH CREEK
Structure number:111870AA0329001
Location:1.45 MI NE OF US 190
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Other [00]
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:62 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
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:25.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201525.5Structurally deficientSatisfactorySatisfactorySerious62
July 201325.5Structurally deficientSatisfactorySatisfactorySerious62
July 201144.9Functionally obsoleteFairSatisfactoryFair62
June 200946.2Functionally obsoleteSatisfactorySatisfactoryFair62
August 2008100.0Not deficient---62
May 200753.2Functionally obsoleteSatisfactorySatisfactorySatisfactory62
June 200557.1Not deficientSatisfactorySatisfactorySatisfactory62
May 200354.5Not deficientSatisfactorySatisfactoryFair62
June 200150.7Functionally obsoleteSatisfactorySatisfactoryFair62
April 199950.7Functionally obsoleteSatisfactorySatisfactoryFair62
April 199762.7Not deficientGoodSatisfactorySatisfactory62
April 199562.6Not deficientGoodSatisfactorySatisfactory60
May 199340.6Structurally deficientVery GoodGoodVery Good60
June 199138.6Structurally deficientVery GoodGoodVery Good60
May 199038.6Structurally deficientVery GoodGoodVery Good60