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CASS ST/FAU 5060 over COLE CREEK

Map 

Coordinates:
+41.26330, -96.03325
41°15'48" N, 96°01'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CASS ST/FAU 5060 over COLE CREEK
Structure number:U182512030
Location:OMAHA CASS @ 77TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:95.1 ft. [29.0 m]
Skew angle:67°
Owner:City or Municipal Highway Agency [04]
Year built:1972
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:20,500 [as of 2010]
Truck traffic:5% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:57.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201557.8Not deficient---20500
March 201366.9Not deficient---20500
February 201155.5Not deficient---23500
January 200955.2Not deficient---25300
February 200767.6Not deficient---25300
January 200667.3Not deficient---27200
January 200467.3Not deficient---27200
January 200266.6Not deficient---32300
February 200068.0Not deficient---22000
April 199868.0Not deficient---22000
April 199668.5Not deficient---18400
March 199469.0Not deficient---18575
March 199280.2Not deficient---19400
August 199080.2Not deficient---19400