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29TH STREET NORTH over LITTLE ARKANSAS RIVER

Map 

Coordinates:
+37.73754, -97.35681
37°44'15" N, 97°21'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:29TH STREET NORTH over LITTLE ARKANSAS RIVER
Structure number:530400870LAR110
Location:29TH ST AT CROMWELL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:328.1 ft. [100.0 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:77.1 ft. [23.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1948
Year reconstructed:1991
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:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201599.0Not deficientGoodVery GoodVery Good7000
October 201399.0Not deficientGoodVery GoodVery Good7000
November 201199.0Not deficientGoodVery GoodVery Good7000
December 200999.0Not deficientGoodVery GoodVery Good7000
August 200799.0Not deficientGoodVery GoodVery Good7000
December 200299.0Not deficientVery GoodVery GoodVery Good7052
February 200099.0Not deficientVery GoodVery GoodVery Good7052
February 199799.0Not deficientVery GoodVery GoodVery Good7419
January 199599.0Not deficientVery GoodVery GoodVery Good6630
January 199399.4Not deficientExcellentExcellentExcellent8188
May 199170.2Structurally deficientSeriousVery GoodVery Good8188