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VINE ST/FAU 5240 over ANTELOPE CREEK

Map

Coordinates:
+40.82167, -96.69167
40°49'18" N, 96°41'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VINE ST/FAU 5240 over ANTELOPE CREEK
Structure number:U1425H3220
Location:VINE ST @ N 21ST ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:8.9 ft. [2.7 m]
Total length:27.9 ft. [8.5 m]
Skew angle:48°
Owner:City or Municipal Highway Agency [04]
Year built:1909
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,427 [as of 2015]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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]
Sufficiency rating:57.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2016Good7 out of 102042757.8
December 2014Good7 out of 101860056.8
December 2012Good7 out of 101860068.8
December 2010Good7 out of 101860068.8
November 2008Good7 out of 101860068.8
November 2006Good7 out of 101860081.9
December 2004Good8 out of 101860081.9
December 2002Good8 out of 101820081.9
November 2000Good8 out of 101800081.9
November 1998Good8 out of 101800081.9
November 1996Good8 out of 102530081.1
November 1994Fair5 out of 102530071.3
December 1992Fair5 out of 101530072.3