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FM 3 over CARRYALL CREEK

Map

Coordinates:
+31.02593, -96.14326
31°01'33" N, 96°08'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 3 over CARRYALL CREEK
Structure number:171450055201015
Location:1.8 MI W OF FM 39
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,480 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:63.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201763.6FairGoodGoodFair-1480
February 201561.1FairGoodGoodFairFO2100
April 201358.1FairGoodGoodFairFO2100
April 201158.0FairGoodGoodFairFO2200
March 200971.8FairGoodGoodSatisfactory-1850
March 200771.7FairGoodGoodSatisfactory-2000
March 200579.5FairGoodGoodSatisfactory-660
March 200354.0FairGoodGoodFair-2000
May 200153.9FairGoodGoodFair-2000
December 199851.1FairGoodGoodFairFO1600
March 199753.4FairVery GoodGoodFair-1350
March 199564.5FairVery GoodGoodSatisfactory-1550
March 199365.7FairVery GoodVery GoodSatisfactory-1400
June 199165.8FairVery GoodVery GoodSatisfactory-1250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.134983600
Substructure
Steel Columneach30300
Reinforced Concrete Abutmentlinear ft.1414000
Reinforced Concrete Pier Caplinear ft.76100
Joints
Pourable Jointlinear ft.70700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3636000
Steel Protective Coatingsq. ft.2,9972,997000