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FM 1184 over AUDS CREEK

Map 

Coordinates:
+33.53252, -95.56746
33°31'57" N, 95°34'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM 1184 over AUDS CREEK
Structure number:011390131901008
Location:1.5 MI NE OF SH 19
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:240.2 ft. [73.2 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]
Main span material:Prestressed concrete [5]
Main span 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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:82.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201582.8Not deficientGoodGoodSatisfactory380
January 201382.8Not deficientGoodGoodSatisfactory380
December 201083.1Not deficientGoodGoodSatisfactory420
February 200983.3Not deficientGoodGoodSatisfactory260
April 200793.1Not deficientGoodGoodSatisfactory350
June 200593.1Not deficientGoodGoodSatisfactory330
July 200394.1Not deficientGoodGoodSatisfactory330
May 200194.2Not deficientGoodGoodSatisfactory280
April 199998.7Not deficientGoodGoodGood240
April 199787.7Not deficientVery GoodVery GoodFair230
September 199698.7Not deficientVery GoodVery GoodVery Good230
March 199594.1Not deficientVery GoodVery GoodVery Good310
June 199380.7Not deficientVery GoodVery GoodVery Good270
April 199185.2Not deficientVery GoodVery GoodVery Good250