CASS ST/FAU 5060 over COLE CREEK
Map
Coordinates:
+41.26330, -96.0332541°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
Good/Fair/Poor Condition: | Fair |
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
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
March 2015 | 57.8 | Fair | 6 out of 10 | - | 20500 |
March 2013 | 66.9 | Fair | 6 out of 10 | - | 20500 |
February 2011 | 55.5 | Fair | 5 out of 10 | - | 23500 |
January 2009 | 55.2 | Fair | 5 out of 10 | - | 25300 |
February 2007 | 67.6 | Fair | 5 out of 10 | - | 25300 |
January 2006 | 67.3 | Fair | 5 out of 10 | - | 27200 |
January 2004 | 67.3 | Fair | 5 out of 10 | - | 27200 |
January 2002 | 66.6 | Fair | 5 out of 10 | - | 32300 |
February 2000 | 68.0 | Fair | 5 out of 10 | - | 22000 |
April 1998 | 68.0 | Fair | 5 out of 10 | - | 22000 |
April 1996 | 68.5 | Fair | 5 out of 10 | - | 18400 |
March 1994 | 69.0 | Fair | 5 out of 10 | - | 18575 |
March 1992 | 80.2 | Fair | 6 out of 10 | - | 19400 |
August 1990 | 80.2 | Fair | 6 out of 10 | - | 19400 |