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MAYHURST AVENUE over CHEYENNE CREEK

Map

Coordinates:
+38.79342, -104.85577
38°47'36" N, 104°51'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MAYHURST AVENUE over CHEYENNE CREEK
Structure number:CSG-E.73-05.87
Location:S OF INTER. W/CHEYENNE RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:26.2 ft. [8.0 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:363 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:84.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201684.0FairFairFairFair-363
May 201486.0FairFairFairFair-363
May 201285.0FairFairFairFair-384
May 201085.0FairFairFairFair-384
February 200885.0FairFairFairFair-410
April 200686.0FairFairFairFair-410
May 200483.0PoorPoorFairSatisfactorySD410
April 200295.0FairFairSatisfactoryGood-447
June 200096.0FairFairSatisfactoryGood-447
September 199997.0FairSatisfactoryGoodGood-447
September 199897.0FairSatisfactoryGoodGood-447
October 199695.0FairFairSatisfactoryGood-193
July 199495.0FairFairSatisfactoryGood-193
October 199295.0FairFairSatisfactoryGood-193
August 199096.0FairFairSatisfactoryGood-426