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BITTING over LITTLE ARKANSAS RIVER

Map

Coordinates:
+37.70121, -97.34873
37°42'04" N, 97°20'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BITTING over LITTLE ARKANSAS RIVER
Structure number:5304008700LAR60
Location:BITTING AT TWELFTH ST N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:38.1 ft. [11.6 m]
Total length:284.1 ft. [86.6 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:1993
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:9
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:Fair
Status:Open, no restriction [A]
Average daily traffic:4,700 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:80.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201580.5FairSatisfactorySatisfactorySatisfactory-4700
October 201380.5FairSatisfactorySatisfactorySatisfactory-4700
November 201182.5FairSatisfactoryVery GoodSatisfactory-4700
December 200982.5GoodGoodVery GoodGood-4700
August 200782.5GoodGoodVery GoodGood-4700
November 200282.5GoodGoodGoodGood-4225
February 200082.5GoodGoodGoodGood-4225
March 199782.5GoodVery GoodVery GoodGood-4021
January 199582.6GoodExcellentExcellentGood-4732
May 199156.8FairFairFairFair-5373