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144TH STREET over STREAM

Map 

Coordinates:
+41.31077, -96.13886
41°18'39" N, 96°08'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:144TH STREET over STREAM
Structure number:U182503512
Location:OMAHA 144TH @ FORT
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:1,794 [as of 1999]
Truck traffic:10% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:80.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201580.0Not deficient---1794
February 201387.3Not deficient---1794
February 201187.0Not deficient---1794
January 200987.0Not deficient---1794
June 200799.6Not deficient---1794
January 200699.6Not deficient---1794
June 200499.6Not deficient---1794
January 200399.6Not deficient---1794
March 200197.0Not deficient---200
March 199997.0Not deficient---200
April 199797.0Not deficient---200
March 199597.0Not deficient---200
March 199386.8Not deficient---200
March 199194.0Not deficient---200