Share:

RAMP A over RAMP A OVER OLENTANGY R.

Map 

Coordinates:
+39.99167, -83.02472
39°59'30" N, 83°01'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP A over RAMP A OVER OLENTANGY R.
Structure number:2515415
Location:RAMP A OVER OLENTANGY
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:460.0 ft. [140.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,130 [as of 2003]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:99.1 tons [90.1 metric tons]
Inventory rating:59.5 tons [54.1 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201695.3GoodVery GoodExcellentExcellent-7130
November 201595.3GoodVery GoodExcellentExcellent-7130
October 201495.3GoodVery GoodExcellentExcellent-7130
October 201395.3GoodExcellentExcellentExcellent-7130
September 201295.3GoodExcellentExcellentExcellent-7130
November 201195.3GoodExcellentExcellentExcellent-7130
October 201095.3GoodExcellentExcellentExcellent-7130
November 200995.3GoodExcellentExcellentExcellent-7130
October 200895.3GoodExcellentExcellentExcellent-7130
November 200795.3GoodExcellentExcellentExcellent-7130
March 200629.5GoodExcellentExcellentExcellent-7130
January 200529.5GoodExcellentExcellentExcellent-7130