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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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201580.3Not deficientGoodVery GoodVery Good5600
October 201380.3Not deficientGoodVery GoodVery Good5600
November 201180.3Not deficientGoodVery GoodVery Good5600
December 200980.3Not deficientGoodVery GoodVery Good5600
August 200780.3Not deficientVery GoodVery GoodVery Good5600
November 200282.4Not deficientVery GoodVery GoodVery Good5530
February 200082.4Not deficientVery GoodVery GoodVery Good5530
March 199782.4Not deficientVery GoodVery GoodVery Good5270
January 199582.5Not deficientExcellentExcellentExcellent5270
May 199382.5Not deficientExcellentExcellentExcellent5270
May 199182.5Not deficientExcellentExcellentExcellent5270