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18TH STREET NORTH over LITTLE ARKANSAS RIVER

Map 

Coordinates:
+37.71708, -97.34549
37°43'01" N, 97°20'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:18TH STREET NORTH over LITTLE ARKANSAS RIVER
Structure number:5304008700LAR80
Location:18TH ST. N@ ARKANSAS AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:85.0 ft. [25.9 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1914
Year reconstructed:1987
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: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,600 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 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:44.9 tons [40.8 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:80.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201580.3GoodGoodVery GoodVery Good-5600
October 201380.3GoodGoodVery GoodVery Good-5600
November 201180.3GoodGoodVery GoodVery Good-5600
December 200980.3GoodGoodVery GoodVery Good-5600
August 200780.3GoodVery GoodVery GoodVery Good-5600
November 200282.4GoodVery GoodVery GoodVery Good-5530
February 200082.4GoodVery GoodVery GoodVery Good-5530
March 199782.4GoodVery GoodVery GoodVery Good-5270
January 199582.5GoodExcellentExcellentExcellent-5270
May 199382.5GoodExcellentExcellentExcellent-5270
May 199182.5GoodExcellentExcellentExcellent-5270