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US50/US400 HWY over ARKANSAS RIVER DRAINAGE

Map 

Coordinates:
+37.87864, -100.66121
37°52'43" N, 100°39'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US50/US400 HWY over ARKANSAS RIVER DRAINAGE
Structure number:999905000350011
Location:0.01 MI E FINNEY COLN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:8.9 ft. [2.7 m]
Total length:39.0 ft. [11.9 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2005
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:4
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 

Status:Open, no restriction [A]
Average daily traffic:4,420 [as of 2014]
Truck traffic:25% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:50.5 tons [45.9 metric tons]
Inventory rating:30.3 tons [27.5 metric tons]
Sufficiency rating:95.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$55,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201595.5Not deficient---4420
April 201393.0Not deficient---4420
May 201193.0Not deficient---4520
April 200990.0Not deficient---4040
April 200791.0Not deficient---4000
April 200591.0Not deficient---4120
April 200390.7Not deficient---4120
April 200190.7Not deficient---4405
November 199992.7Not deficient---4355
April 199797.0Not deficient---3665
September 199589.5Not deficient---3470
March 199390.5Not deficient---3310
April 199178.7Not deficient---3375