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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: November 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201594.6Not deficientVery GoodExcellentExcellent8790
October 201494.6Not deficientExcellentExcellentExcellent8790
October 201394.6Not deficientExcellentExcellentExcellent8790
September 201294.6Not deficientExcellentExcellentExcellent8790
November 201194.6Not deficientExcellentExcellentExcellent8790
October 201094.6Not deficientExcellentExcellentExcellent8790
November 200994.6Not deficientExcellentExcellentExcellent8790
October 200894.6Not deficientExcellentExcellentExcellent8790
November 200794.6Not deficientExcellentExcellentExcellent8790
March 200627.3Not deficientExcellentExcellentExcellent8790
February 200527.3Not deficientExcellentExcellentExcellent8790