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RP I135 NB/U54 WB over US 54-I135, 3 RAMPS

Map 

Coordinates:
+37.67916, -97.31233
37°40'45" N, 97°18'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP I135 NB/U54 WB over US 54-I135, 3 RAMPS
Structure number:999913500872991
Location:JCT I35W-US54 KELLOGG AVE
Purpose:Carries highway overpass (third level) over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:123.4 ft. [37.6 m]
Total length:1659.9 ft. [505.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:20
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:3,440 [as of 2000]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:100.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,374,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 2014100.0Not deficientGoodGoodGood3440
August 2012100.0Not deficientGoodGoodVery Good3440
September 201099.0Not deficientVery GoodGoodVery Good3440
August 200999.0Not deficientGoodGoodVery Good3440
October 200899.0Not deficientGoodGoodVery Good3440
August 200799.0Not deficientGoodGoodVery Good3440
August 200699.0Not deficientGoodGoodVery Good3440
August 200499.0Not deficientGoodGoodVery Good3440
November 200293.0Functionally obsoleteGoodGoodVery Good3440
May 200093.0Functionally obsoleteVery GoodGoodVery Good3440
July 199893.0Functionally obsoleteVery GoodGoodVery Good3440
April 199692.0Functionally obsoleteSatisfactoryGoodVery Good3440
August 199492.0Functionally obsoleteGoodVery GoodVery Good3440
March 199293.0Functionally obsoleteGoodVery GoodVery Good3440
May 199093.0Functionally obsoleteGoodVery GoodVery Good3440