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US50/US400 HWY over ARKANSAS RIVER DRAINAGE

Map 

Coordinates:
+37.81479, -100.41803
37°48'53" N, 100°25'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US50/US400 HWY over ARKANSAS RIVER DRAINAGE
Structure number:999905000350071
Location:3.87 MI W K23
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1955
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,090 [as of 2014]
Truck traffic:24% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.7 tons [33.4 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:69.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$31,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201569.8Good7 out of 10-5090
April 201378.7Good7 out of 10-5090
May 201178.7Good7 out of 10-4930
April 200974.7Good7 out of 10-4430
April 200774.7Good7 out of 10-4320
April 200574.7Good7 out of 10-4320
April 200374.5Good7 out of 10-4680
April 200174.5Good7 out of 10-4485
November 199974.5Good7 out of 10-4520
April 199772.5Good7 out of 10-4155
September 199572.5Good7 out of 10-3540
March 199372.5Good7 out of 10-3315
April 199169.3Good7 out of 10-3360