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I135 HWY SB over UP RR, CHISHOLM CR DRG

Map 

Coordinates:
+37.73557, -97.31735
37°44'08" N, 97°19'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I135 HWY SB over UP RR, CHISHOLM CR DRG
Structure number:999913500870241
Location:1.00 MI N 21ST SB
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:153.6 ft. [46.8 m]
Total length:508.9 ft. [155.1 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:35°
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:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:33,550 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:64.5 tons [58.6 metric tons]
Inventory rating:37.2 tons [33.8 metric tons]
Sufficiency rating:93.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$983,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201493.8Not deficientSatisfactoryGoodGood33550
March 201393.9Not deficientSatisfactoryGoodGood32700
August 201294.0Not deficientSatisfactoryGoodGood31600
September 201094.1Not deficientSatisfactoryGoodGood30350
August 200994.1Not deficientGoodGoodGood31000
August 200865.5Not deficientGoodPoorGood32000
September 200765.4Not deficientGoodPoorGood32600
August 200692.1Not deficientGoodGoodGood32400
August 200494.0Not deficientGoodGoodGood31680
August 200290.3Not deficientGoodGoodGood38325
May 200085.0Not deficientGoodGoodGood37380
August 199885.0Not deficientGoodGoodGood37380
March 199674.7Not deficientGoodGoodGood31540
July 199493.2Not deficientGoodGoodGood23120
March 199293.4Not deficientFairSatisfactoryGood20555
May 199092.2Not deficientFairSatisfactoryGood21975