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CENTRAL over LITTLE ARKANSAS RIVER

Map

Coordinates:
+37.69335, -97.35189
37°41'36" N, 97°21'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CENTRAL over LITTLE ARKANSAS RIVER
Structure number:430400876400050
Location:CENTRAL AT SENECA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:108.9 ft. [33.2 m]
Total length:318.9 ft. [97.2 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:1986
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,730 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:46.9 tons [42.6 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:58.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201558.8GoodGoodVery GoodGood-18730
December 201458.8GoodGoodVery GoodGood-18730
October 201358.8GoodGoodVery GoodGood-18730
November 201160.8GoodGoodVery GoodVery Good-18730
December 200960.8GoodGoodVery GoodVery Good-18730
August 200760.8GoodGoodVery GoodVery Good-18730
November 200262.2GoodGoodVery GoodVery Good-12556
February 200062.2GoodGoodVery GoodVery Good-12556
March 199778.9GoodVery GoodVery GoodVery Good-15930
January 199579.0GoodExcellentExcellentVery Good-13206
May 199380.5GoodExcellentExcellentExcellent-13206
May 199181.8GoodExcellentExcellentExcellent-13048