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FIRST STREET NORTH over ARKANSAS RIVER

Map 

Coordinates:
+37.68796, -97.34375
37°41'17" N, 97°20'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FIRST STREET NORTH over ARKANSAS RIVER
Structure number:53040087000AR80
Location:1ST ST AT MCLEAN BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:65.0 ft. [19.8 m]
Total length:398.0 ft. [121.3 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:1974
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:8,200 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:83.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201583.5Not deficientFairFairFair8200
November 201383.5Not deficientFairFairFair8200
September 201195.7Not deficientSatisfactorySatisfactorySatisfactory8200
December 200995.7Not deficientSatisfactoryGoodSatisfactory8200
August 200795.7Not deficientGoodGoodGood8200
December 200295.7Not deficientGoodSatisfactoryGood8240
February 200095.7Not deficientGoodSatisfactorySatisfactory8240
March 199797.3Not deficientGoodGoodGood12219
January 199596.3Not deficientVery GoodVery GoodVery Good11348
May 199396.3Not deficientVery GoodVery GoodVery Good11348
May 199198.9Not deficientVery GoodVery GoodVery Good15047