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MCKINLEY AVENUE over (O) DRY RUN

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MCKINLEY AVENUE over (O) DRY RUN
Structure number:2563061
Location:875 FT W/GRANDVIEW BLVD.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,947 [as of 2015]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:67.8 tons [61.6 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:97.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201697.2Good7 out of 10-11947
December 201598.8Good8 out of 10-5160
October 201498.8Good8 out of 10-5160
July 201398.8Good8 out of 10-5160
August 201298.8Good8 out of 10-5160
September 201198.8Good8 out of 10-5160
July 201098.8Good8 out of 10-5160
October 200798.8Good8 out of 10-5160
November 200698.8Good8 out of 10-5160
200098.8---5160