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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201599.0GoodGoodVery GoodVery Good-7000
October 201399.0GoodGoodVery GoodVery Good-7000
November 201199.0GoodGoodVery GoodVery Good-7000
December 200999.0GoodGoodVery GoodVery Good-7000
August 200799.0GoodGoodVery GoodVery Good-7000
December 200299.0GoodVery GoodVery GoodVery Good-7052
February 200099.0GoodVery GoodVery GoodVery Good-7052
February 199799.0GoodVery GoodVery GoodVery Good-7419
January 199599.0GoodVery GoodVery GoodVery Good-6630
January 199399.4GoodExcellentExcellentExcellent-8188
May 199170.2PoorSeriousVery GoodVery GoodSD8188