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: December 2015 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201594.9GoodGoodVery GoodVery Good-10
January 201494.9GoodGoodVery GoodVery Good-10
January 201294.9GoodGoodVery GoodVery Good-10
January 201094.9GoodVery GoodVery GoodVery Good-10
February 200894.9GoodVery GoodVery GoodVery Good-10
March 200694.9GoodExcellentVery GoodVery Good-10
May 200429.2PoorGoodFairPoorSD10
March 200229.2PoorGoodFairPoorSD10
November 200022.6PoorPoorFairPoorSD10
June 200018.8PoorPoorFairSeriousSD50
March 199828.8PoorFairFairSeriousSD50
May 199625.3PoorPoorFairSatisfactorySD50
July 199520.1PoorSeriousFairSatisfactorySD50
April 199420.1PoorSeriousFairSatisfactorySD50