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EXIT RAMP TO W.150 over CSX RR

Map

Coordinates:
+41.42028, -81.79889
41°25'13" N, 81°47'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EXIT RAMP TO W.150 over CSX RR
Structure number:1814281
Location:1.13 MI. E. OF JCT. I-71
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:104.0 ft. [31.7 m]
Total length:259.9 ft. [79.2 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,960 [as of 2000]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201697.3GoodGoodGoodVery Good-7960
August 201597.3GoodGoodGoodGood-7960
October 201497.3FairSatisfactoryGoodGood-7960
November 201397.3FairSatisfactoryGoodGood-7960
June 201297.3FairSatisfactoryGoodGood-7960
May 201197.3FairSatisfactoryGoodGood-7960
July 201097.3FairSatisfactoryGoodGood-7960
May 200997.3FairSatisfactoryGoodGood-7960
September 200897.3FairSatisfactoryGoodGood-7960
November 200797.3FairSatisfactoryGoodGood-7960
October 200697.3FairSatisfactoryGoodGood-7960
August 200597.3FairSatisfactoryGoodGood-7960
August 200497.3FairSatisfactoryGoodGood-7960
September 200397.3FairSatisfactoryGoodGood-7960
September 200297.3FairSatisfactoryGoodGood-7960
February 200091.2FairSatisfactoryGoodGood-83620
June 199991.2FairSatisfactoryGoodVery Good-83620
March 199891.2FairSatisfactoryVery GoodVery Good-83620
July 199791.2FairSatisfactoryGoodGood-83620
August 199691.2GoodVery GoodGoodVery Good-83620
April 199593.7FairSatisfactoryGoodGood-83620
April 199492.7GoodVery GoodVery GoodVery Good-83620
April 199393.7FairSatisfactoryGoodVery Good-83620
June 199293.7FairSatisfactoryGoodVery Good-83620
April 199193.7GoodGoodVery GoodVery Good-83620

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,0401,01811110
Deck
Reinforced Concrete Decksq. ft.8,1487,74040800
Substructure
Reinforced Concrete Pier Walllinear ft.3636000
Reinforced Concrete Abutmentlinear ft.7979000
Reinforced Concrete Pier Caplinear ft.7474000
Joints
Assembly without Seal Jointlinear ft.7979000
Bearings
Movable Bearingeach168800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.520520000