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PRIVATE DRIVE over STREAM

Map 

Coordinates:
+41.34319, -95.97345
41°20'35" N, 95°58'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PRIVATE DRIVE over STREAM
Structure number:U1825H5155
Location:37TH ST. S OF MCKINLEY
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:28.9 ft. [8.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:200 [as of 2003]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
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]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:88.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201488.6Not deficient---200
June 201288.4Not deficient---200
June 201188.4Not deficient---200
February 200988.4Not deficient---200
August 200788.4Not deficient---200
August 2006100.0Not deficient---200
June 2004100.0Not deficient---200
January 2003100.0Not deficient---200
March 2001100.0Not deficient---200
April 1999100.0Not deficient---200
December 1997100.0Not deficient---200
September 199626.5Structurally deficientSatisfactorySeriousSatisfactory35
September 199527.0Structurally deficientSatisfactorySeriousSatisfactory35
November 199427.0Structurally deficientSatisfactorySeriousSatisfactory35
January 199427.0Structurally deficientGoodSeriousSatisfactory35