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I135 HWY NB/SB over EAST FORK CHISHOLM CREEK

Map 

Coordinates:
+37.72977, -97.31704
37°43'47" N, 97°19'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I135 HWY NB/SB over EAST FORK CHISHOLM CREEK
Structure number:999913500870221
Location:0.59 MI N 21ST ST
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:20.0 ft. [6.1 m]
Total length:129.9 ft. [39.6 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2002
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:67,100 [as of 2014]
Truck traffic:9% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:89.9 tons [81.7 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:70.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$411,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201470.0Not deficient---67100
August 201270.0Not deficient---63200
September 201070.0Not deficient---60700
September 200870.0Not deficient---62000
August 200670.0Not deficient---64800
August 200470.0Not deficient---63360
August 200269.5Not deficient---76650
May 200059.4Not deficient---74760
August 199859.4Not deficient---74760
March 199669.4Not deficient---63080
July 199469.4Not deficient---46240
March 199258.4Not deficient---41110
May 199051.0Functionally obsolete---43950