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25TH STREET NORTH over CHISHOLM CREEK

Map 

Coordinates:
+37.72960, -97.33832
37°43'47" N, 97°20'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:25TH STREET NORTH over CHISHOLM CREEK
Structure number:530400870WDCW40
Location:25TH ST. N AT PARK PLACE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.0 ft. [11.9 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:630 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201598.9Not deficientSatisfactorySatisfactoryVery Good630
October 201398.9Not deficientSatisfactoryGoodVery Good630
December 201198.9Not deficientGoodVery GoodVery Good630
November 200998.9Not deficientGoodVery GoodVery Good630
July 200798.9Not deficientVery GoodVery GoodVery Good630
December 200298.9Not deficientVery GoodVery GoodVery Good630
February 200098.9Not deficientVery GoodVery GoodVery Good630
March 199740.1Structurally deficientPoorSeriousSerious600
April 199639.8Structurally deficientFairSeriousSerious623
May 199348.6Structurally deficientFairFairPoor476
May 199157.4Structurally deficientFairFairPoor476