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EB 20TH ST over S PLATTE RIVER

Map 

Coordinates:
+39.76058, -105.00375
39°45'38" N, 105°00'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB 20TH ST over S PLATTE RIVER
Structure number:D-03-V-051
Location:E OF I-25 AT S PLATTE RIV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:206.0 ft. [62.8 m]
Total length:273.3 ft. [83.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built: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:3
Main spans material:Steel continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:11,894 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:78.0 tons [70.9 metric tons]
Inventory rating:46.8 tons [42.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,142,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201579.6Functionally obsoleteSatisfactoryGoodGood11894
January 201379.6Functionally obsoleteSatisfactoryGoodGood11894
January 201179.9Functionally obsoleteSatisfactoryVery GoodGood9472
December 200879.9Functionally obsoleteSatisfactoryVery GoodGood9472
October 200679.8Functionally obsoleteSatisfactoryVery GoodGood9778
August 200479.8Functionally obsoleteSatisfactoryVery GoodGood9778
November 200279.8Functionally obsoleteSatisfactoryVery GoodGood9778