Share:

US50/US400 HWY over ARKANSAS RIVER DRAINAGE

Map 

Coordinates:
+37.79972, -100.28944
37°47'59" N, 100°17'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US50/US400 HWY over ARKANSAS RIVER DRAINAGE
Structure number:999905000350141
Location:3.28 MI E K23
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:5.9 ft. [1.8 m]
Total length:27.2 ft. [8.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1937
Year reconstructed:1970
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 

Status:Open, no restriction [A]
Average daily traffic:5,960 [as of 2014]
Truck traffic:23% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:48.8 tons [44.4 metric tons]
Inventory rating:29.3 tons [26.6 metric tons]
Sufficiency rating:95.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$31,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201595.5Not deficient---5960
April 201395.1Not deficient---5960
May 201192.8Not deficient---5870
April 200992.8Not deficient---5140
April 200792.8Not deficient---5320
April 200592.8Not deficient---5490
August 200392.8Not deficient---5590
April 200392.5Not deficient---5890
April 200192.5Not deficient---6030
November 199992.5Not deficient---5850
April 199788.2Not deficient---5115
February 199586.9Not deficient---5075
June 199386.9Not deficient---4020
April 199179.2Not deficient---4155