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NETTLES RD over MENARD CREEK RELIEF

Map 

Coordinates:
+30.73654, -94.82945
30°44'12" N, 94°49'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NETTLES RD over MENARD CREEK RELIEF
Structure number:111870AA0329002
Location:3.35 MI NE OF US 190
Purpose:Carries highway over relief for waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Precast Panels [2]
Wearing surface:Gravel [8]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:62 [as of 2015]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 2015100.0Not deficient---62
July 2013100.0Not deficient---62
July 2011100.0Not deficient---62
May 2009100.0Not deficient---62
May 200725.3Structurally deficientFairPoorSatisfactory62
June 200525.3Structurally deficientFairPoorSatisfactory62
June 200326.3Structurally deficientSatisfactoryPoorSatisfactory62
June 200124.2Structurally deficientSatisfactoryFairSatisfactory62
April 199924.2Structurally deficientSatisfactoryFairSatisfactory62
April 199744.7Not deficientGoodFairVery Good62
February 199545.3Not deficientSatisfactoryFairVery Good60
May 199322.8Structurally deficientGoodFairGood60
June 199122.8Structurally deficientGoodFairGood60
May 199022.8Structurally deficientVery GoodSatisfactoryVery Good60