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19TH ST over SOUTH PLATTE RIVER

Map 

Coordinates:
+39.76028, -105.00400
39°45'37" N, 105°00'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:19TH ST over SOUTH PLATTE RIVER
Structure number:D-02-PR-062
Location:19TH ST AT PLATTE RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:103.0 ft. [31.4 m]
Total length:205.7 ft. [62.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1992
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:2,780 [as of 2013]
Truck traffic:6% 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:Better than present minimum criteria [7]
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:73.3 tons [66.6 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201497.7Not deficientGoodVery GoodVery Good2780
October 201297.7Not deficientGoodVery GoodVery Good2780
October 201097.8Not deficientGoodVery GoodVery Good1872
November 200897.8Not deficientGoodVery GoodVery Good1872
October 200697.7Not deficientGoodVery GoodVery Good3143
August 200497.3Not deficientGoodVery GoodVery Good3143
October 200297.3Not deficientGoodVery GoodVery Good3143