Share:

S. HYDRAULIC AVE. over ARKANSAS RIVER

Map 

Coordinates:
+37.62691, -97.31629
37°37'37" N, 97°18'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S. HYDRAULIC AVE. over ARKANSAS RIVER
Structure number:53040087000AR10
Location:S HYDRAULIC AT GALENA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:76.1 ft. [23.2 m]
Total length:422.9 ft. [128.9 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1994
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:6
Main spans material:Steel continuous [4]
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 

Status:Open, no restriction [A]
Average daily traffic:10,400 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:58.9 tons [53.5 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201579.0Not deficientGoodGoodGood10400
October 201379.0Not deficientSatisfactoryGoodGood10400
September 201180.0Not deficientSatisfactoryGoodGood10400
December 200980.0Not deficientGoodGoodGood10400
August 200780.0Not deficientGoodGoodGood10400
November 200280.0Not deficientGoodGoodVery Good10380
February 200080.0Not deficientVery GoodVery GoodVery Good10380
March 199778.4Not deficientVery GoodVery GoodVery Good13167
January 199578.4Not deficientExcellentExcellentExcellent12392
October 19919.2Structurally deficientPoorFairPoor12381
July 198924.9Structurally deficientPoorFairGood12381