CR 24140 over Tributary of Mallory Crk


+33.50309, -95.63035
33°30'11" N, 95°37'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CR 24140 over Tributary of Mallory Crk
Structure number:011390AA0472001
Location:1.6 Mi S of FM 1184
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:115.2 ft. [35.1 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:10 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:94.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201494.9Not deficientGoodVery GoodVery Good10
January 201294.9Not deficientGoodVery GoodVery Good10
January 201094.9Not deficientVery GoodVery GoodVery Good10
February 200894.9Not deficientVery GoodVery GoodVery Good10
March 200694.9Not deficientExcellentVery GoodVery Good10
May 200429.2Structurally deficientGoodFairPoor10
March 200229.2Structurally deficientGoodFairPoor10
November 200022.6Structurally deficientPoorFairPoor10
June 200018.8Structurally deficientPoorFairSerious50
March 199828.8Structurally deficientFairFairSerious50
May 199625.3Structurally deficientPoorFairSatisfactory50
July 199520.1Structurally deficientSeriousFairSatisfactory50
April 199420.1Structurally deficientSeriousFairSatisfactory50