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25TH STREET NORTH over LITTLE ARKANSAS RIVER

Map 

Coordinates:
+37.73001, -97.36028
37°43'48" N, 97°21'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:25TH STREET NORTH over LITTLE ARKANSAS RIVER
Structure number:530400870LAR100
Location:25TH ST AT COOLIDGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:209.0 ft. [63.7 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1967
Year reconstructed:2009
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2006]
Truck traffic:2% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:80.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201580.0Not deficientGoodGoodGood6000
October 201380.0Not deficientGoodVery GoodGood6000
November 201180.0Not deficientVery GoodVery GoodGood6000
December 200980.0Not deficientVery GoodVery GoodGood6000
August 200748.3Structurally deficientPoorFairSatisfactory6000
August 200681.0Structurally deficientPoorFairSatisfactory5717
December 200282.0Structurally deficientPoorFairSatisfactory5717
February 200082.0Structurally deficientPoorFairSatisfactory5717
February 199795.1Not deficientFairGoodSatisfactory6107
January 199596.1Not deficientGoodGoodVery Good6050
May 199378.6Not deficientGoodGoodVery Good6015
May 199178.6Not deficientVery GoodVery GoodVery Good6015