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US54 HWY over GYPSUM CREEK DRAINAGE

Map 

Coordinates:
+37.67923, -97.25032
37°40'45" N, 97°15'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54 HWY over GYPSUM CREEK DRAINAGE
Structure number:999905400871461
Location:0.65 MI E WOODLAWN AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:6.9 ft. [2.1 m]
Total length:22.6 ft. [6.9 m]
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2006
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:66,400 [as of 2014]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:81.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$75,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201481.1Not deficient---66400
September 201281.1Not deficient---54200
August 201081.1Not deficient---53700
September 200881.1Not deficient---43800
August 200681.1Not deficient---43300
August 200481.1Not deficient---39700
August 200280.9Not deficient---42800
April 200080.9Not deficient---39880
August 199880.9Not deficient---39880
April 199663.2Not deficient---39480
August 199450.3Functionally obsolete---35210
May 199350.3Functionally obsolete---33000
February 199250.3Functionally obsolete---30350
May 199024.0Structurally deficient---34570