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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:67,700 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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:59.4 tons [54.0 metric tons]
Inventory rating:35.5 tons [32.3 metric tons]
Sufficiency rating:85.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$75,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201685.0Good7 out of 10-67700
August 201481.1Good7 out of 10-66400
September 201281.1Good7 out of 10-54200
August 201081.1Good7 out of 10-53700
September 200881.1Good7 out of 10-43800
August 200681.1Good7 out of 10-43300
August 200481.1Good7 out of 10-39700
August 200280.9Good7 out of 10-42800
April 200080.9Good7 out of 10-39880
August 199880.9Good7 out of 10-39880
April 199663.2Good7 out of 10-39480
August 199450.3Good7 out of 10FO35210
May 199350.3Good8 out of 10FO33000
February 199250.3Good8 out of 10FO30350
May 199024.0Poor4 out of 10SD34570