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SH 19 NB over AUDS CREEK

Map 

Coordinates:
+33.58386, -95.58713
33°35'02" N, 95°35'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 19 NB over AUDS CREEK
Structure number:011390013605106
Location:3.70 MI S OF LP 286
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:243.1 ft. [74.1 m]
Roadway width between curbs:37.7 ft. [11.5 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:1986
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:8
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:4,450 [as of 2011]
Truck traffic:16% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 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:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201597.3Not deficientGoodGoodGood4450
January 201397.3Not deficientGoodGoodGood4450
January 201197.4Not deficientGoodGoodGood4350
March 200997.5Not deficientGoodGoodGood4050
April 200795.0Not deficientGoodGoodGood4980
June 200595.4Not deficientGoodGoodGood4300
May 200395.2Not deficientGoodGoodGood4600
May 200195.4Not deficientGoodGoodGood4200
April 199995.2Not deficientGoodGoodVery Good4600
April 199795.8Not deficientGoodGoodGood3600
October 199694.8Not deficientVery GoodVery GoodVery Good3600
May 199594.9Not deficientVery GoodVery GoodVery Good3450
May 199380.2Not deficientGoodGoodSatisfactory3300
April 199194.9Not deficientExcellentExcellentExcellent3450