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ZEPPELIN ROAD over DRAINAGE CANAL

Map

Coordinates:
+38.79204, -104.72537
38°47'31" N, 104°43'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ZEPPELIN ROAD over DRAINAGE CANAL
Structure number:CSG-L.80-05.70
Location:0.1 MI S OF AVIATION WAY
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.7 ft. [6.3 m]
Deck width edge-to-edge:135.8 ft. [41.4 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1986
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: May 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:932 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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]
Sufficiency rating:88.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2014Fair6 out of 1093288.1
May 2010Fair6 out of 1086088.6
April 2006Good7 out of 1091788.2
April 2002Good8 out of 1084194.3
June 2000Good7 out of 1084199.9
September 1999Good7 out of 1084199.9
September 1998Good7 out of 1084199.9
October 1996Good8 out of 1053399.0
July 1994Good8 out of 1053394.9
October 1992Good8 out of 1053394.9
August 1990Good8 out of 102595.9