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Daley Street over Niobrara River

Map

Coordinates:
+42.76797, -104.45666
42°46'05" N, 104°27'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Daley Street over Niobrara River
Structure number:FEQ
Location:Lusk
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.3 ft. [6.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:594 [as of 2016]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$33,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 1059499.9
April 2015Good7 out of 10200100.0
March 2013Good7 out of 10200100.0
March 2011Good7 out of 10200100.0
March 2009Good7 out of 10200100.0
March 2007Good7 out of 1018098.0
March 2005Good7 out of 10177096.9
April 2003Good7 out of 10177096.9
March 2001Good7 out of 10177096.9
March 1999Good7 out of 10177096.9
April 1997Good7 out of 10177096.9
May 1995Poor4 out of 10177069.8
May 1993Good7 out of 10177096.9
May 1991Good7 out of 10177096.9