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FM 1036 over LAKE CREEK

Map

Coordinates:
+35.05215, -100.29852
35°03'08" N, 100°17'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 1036 over LAKE CREEK
Structure number:250440079707003
Location:3.40 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:75.1 ft. [22.9 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:3
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: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 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:36.6 tons [33.3 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:61.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$133,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201561.7FairFairFairFair-100
August 201361.7FairFairFairFair-100
July 201148.1FairFairFairFair-120
July 200962.9FairFairFairFair-50
July 200748.3FairFairFairFair-150
August 200548.3FairFairFairFair-150
August 200357.9FairFairFairFair-110
August 200157.8FairFairFairFair-140
November 199958.8FairVery GoodFairFair-130
October 199757.3FairSatisfactoryFairFair-120
November 199543.3PoorFairFairPoorSD120
March 199443.2PoorFairFairPoorSD140
January 199240.0PoorFairFairPoorSD110

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Steel Columneach119020
Steel Protective Coatingsq. ft.3,9963,996000
Reinforced Concrete Abutmentlinear ft.139400
Reinforced Concrete Pier Caplinear ft.125700
Joints
Pourable Jointlinear ft.1212000
Deck
Reinforced Concrete Slabsq. ft.33000