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STATE ST/FAU 5134 over KNIGHT CREEK

Map 

Coordinates:
+41.33569, -96.05275
41°20'08" N, 96°03'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ST/FAU 5134 over KNIGHT CREEK
Structure number:U182521040
Location:OMAHA STATE @ 90TH
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
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:1984
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2010]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:82.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201482.5Not deficient---1600
October 201286.0Not deficient---1600
October 201086.1Not deficient---1400
February 200985.8Not deficient---2450
June 200798.4Not deficient---2450
December 200598.7Not deficient---1400
February 200398.7Not deficient---1400
March 200198.6Not deficient---1800
November 200098.6Not deficient---1700
February 199998.6Not deficient---1700
April 199798.6Not deficient---1550
June 199598.7Not deficient---1550
April 199398.8Not deficient---1050
April 199198.8Not deficient---800