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FM 1184 over AUDS CREEK RELIEF 2

Map 

Coordinates:
+33.53102, -95.57060
33°31'52" N, 95°34'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 1184 over AUDS CREEK RELIEF 2
Structure number:011390131901009
Location:1.5 MI E OF SH 24
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:380 [as of 2011]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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:93.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201593.0Not deficientGoodGoodGood380
January 201393.0Not deficientGoodGoodGood380
December 201092.0Not deficientGoodGoodGood420
February 200992.2Not deficientGoodGoodGood260
April 200792.1Not deficientGoodGoodGood350
June 200592.1Not deficientGoodGoodGood330
July 200394.1Not deficientGoodGoodVery Good330
May 200194.2Not deficientGoodGoodVery Good280
April 199998.7Not deficientVery GoodGoodVery Good240
April 199798.7Not deficientVery GoodGoodGood230
September 199698.7Not deficientVery GoodVery GoodVery Good230
March 199593.9Not deficientVery GoodVery GoodVery Good310
June 199380.4Not deficientVery GoodVery GoodVery Good270
April 199185.2Not deficientVery GoodVery GoodVery Good250