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ROMONA AVENUE over CHEYENNE CREEK

Map 

Coordinates:
+38.80971, -104.82404
38°48'35" N, 104°49'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROMONA AVENUE over CHEYENNE CREEK
Structure number:CSG-G.23-06.98
Location:0.2 MI W OF NEVADA AVENUE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:48.9 ft. [14.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1972
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,187 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:92.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201692.0FairSatisfactorySatisfactoryGood-2187
April 201492.0FairSatisfactorySatisfactoryGood-2187
April 201280.7FairSatisfactorySatisfactoryGood-2729
April 201080.7GoodGoodGoodGood-2729
February 200897.9GoodGoodGoodGood-696
May 200696.9GoodGoodGoodGood-696
May 200496.9GoodGoodGoodGood-696
April 200292.2GoodGoodGoodGood-1931
June 200092.1GoodGoodVery GoodGood-1931
September 199992.1GoodGoodGoodGood-1931
September 199892.1GoodGoodGoodGood-1931
October 199692.1GoodGoodGoodGood-1272
July 199492.1GoodGoodGoodGood-1272
October 199292.1GoodGoodGoodGood-1272
August 199079.6FairGoodGoodSatisfactory-4453