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OLD SH 196 over WILEY DRAINAGE DITCH

Map

Coordinates:
+38.15757, -102.71571
38°09'27" N, 102°42'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD SH 196 over WILEY DRAINAGE DITCH
Structure number:L-26-J
Location:0.5 MI WEST OF CR 3
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.3 ft. [6.2 m]
Total length:23.6 ft. [7.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:22°
Owner:County Highway Agency [02]
Year built:1956
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:789 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.7 tons [44.3 metric tons]
Inventory rating:29.2 tons [26.5 metric tons]
Sufficiency rating:63.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201563.2FairSatisfactorySatisfactoryFair-789
April 201369.2FairSatisfactorySatisfactoryFair-640
April 201169.2FairSatisfactorySatisfactoryFair-640
February 201070.2FairSatisfactorySatisfactoryFair-640
March 200875.2FairSatisfactorySatisfactoryGood-950
January 200674.9FairSatisfactorySatisfactoryGood-1035
January 200474.9FairSatisfactorySatisfactoryGood-992
February 200273.5FairSatisfactorySatisfactoryGood-992
January 200073.5FairSatisfactorySatisfactoryGood-924
January 199879.6FairSatisfactorySatisfactoryGood-750
January 199678.6FairSatisfactorySatisfactoryGood-750
March 199474.7FairSatisfactorySatisfactoryGood-570
February 199169.7FairSatisfactorySatisfactoryGood-870

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.6050820
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4704700
Steel Protective Coatingsq. ft.4704700
Deck
Reinforced Concrete Slabsq. ft.6516114000
Wearing Surfacessq. ft.6516114000