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CR 24200 over Mallory Creek

Map 

Coordinates:
+33.51855, -95.64275
33°31'07" N, 95°38'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 24200 over Mallory Creek
Structure number:011390AA0469001
Location:0.6 Mi W of FM 1184
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:112.9 ft. [34.4 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:2003
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 Cast-in-Place [1]
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:20 [as of 2010]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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: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:98.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$249,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201598.0GoodGoodVery GoodGood-20
January 201499.0GoodGoodVery GoodGood-20
January 201299.0GoodGoodVery GoodGood-20
January 201099.0GoodVery GoodVery GoodGood-20
February 200899.0GoodVery GoodVery GoodGood-20
March 200699.0GoodVery GoodVery GoodGood-20
March 200499.0GoodVery GoodVery GoodVery Good-20
March 200228.7PoorSatisfactoryFairPoorSD20
June 200036.2FairSatisfactoryFairFairSD20
March 199836.1FairGoodFairFairSD20
May 199630.2PoorGoodPoorSatisfactorySD20
July 199530.0PoorGoodPoorSatisfactorySD20
February 199429.9PoorGoodPoorSatisfactorySD70
May 199225.8----SD70
January 199025.8PoorSeriousSeriousFairSD70