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FM 1036 over DOZIER CREEK

Map

Coordinates:
+35.05216, -100.33142
35°03'08" N, 100°19'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 1036 over DOZIER CREEK
Structure number:250440079707002
Location:5.32 MI W OF US 83
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 9 / H 10 [1]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2013]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:36.6 tons [33.3 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:61.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201561.7FairFairFairSatisfactory-100
August 201372.7FairSatisfactorySatisfactorySatisfactory-100
July 201159.2FairSatisfactorySatisfactorySatisfactory-120
July 200973.9FairSatisfactorySatisfactorySatisfactory-50
July 200759.3FairSatisfactorySatisfactorySatisfactory-150
August 200559.3FairSatisfactorySatisfactorySatisfactory-150
August 200369.9FairSatisfactorySatisfactorySatisfactory-110
August 200169.8FairSatisfactorySatisfactorySatisfactory-140
November 199969.9FairVery GoodSatisfactorySatisfactory-130
October 199768.4FairSatisfactorySatisfactorySatisfactory-120
November 199568.4FairSatisfactorySatisfactorySatisfactory-120
March 199468.3FairSatisfactorySatisfactoryGood-140
January 199264.1FairSatisfactorySatisfactoryGood-110

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Steel Columneach90900
Steel Protective Coatingsq. ft.2,9972,997000
Reinforced Concrete Abutmentlinear ft.1212000
Reinforced Concrete Pier Caplinear ft.2001730
Joints
Pourable Jointlinear ft.1818000
Deck
Reinforced Concrete Slabsq. ft.44000