Share:

RAMP B OF 315 over RAMP B OVER OLENTANGY R.

Map 

Coordinates:
+39.99667, -83.02500
39°59'48" N, 83°01'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP B OF 315 over RAMP B OVER OLENTANGY R.
Structure number:2515431
Location:RAMP B OVER OLENTANGY
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.5 ft. [21.8 m]
Total length:264.8 ft. [80.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Vertical clearance below bridge:9.5 ft. [2.9 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:4
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:8,790 [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:92.6 tons [84.2 metric tons]
Inventory rating:55.6 tons [50.5 metric tons]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201694.6GoodVery GoodExcellentExcellent-8790
November 201594.6GoodVery GoodExcellentExcellent-8790
October 201494.6GoodExcellentExcellentExcellent-8790
October 201394.6GoodExcellentExcellentExcellent-8790
September 201294.6GoodExcellentExcellentExcellent-8790
November 201194.6GoodExcellentExcellentExcellent-8790
October 201094.6GoodExcellentExcellentExcellent-8790
November 200994.6GoodExcellentExcellentExcellent-8790
October 200894.6GoodExcellentExcellentExcellent-8790
November 200794.6GoodExcellentExcellentExcellent-8790
March 200627.3GoodExcellentExcellentExcellent-8790
February 200527.3GoodExcellentExcellentExcellent-8790