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RMP US 127S-IR74W over RMP=74/52*W;BEK/COL DIS*

Map

Coordinates:
+39.15889, -84.55028
39°09'32" N, 84°33'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RMP US 127S-IR74W over RMP=74/52*W;BEK/COL DIS*
Structure number:3115585
Location:OVER NB US 127
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:92.5 ft. [28.2 m]
Total length:218.8 ft. [66.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,550 [as of 2010]
Truck traffic:12% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.1 tons [61.9 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:96.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.0GoodVery GoodVery GoodVery Good-6550
July 201596.0GoodVery GoodVery GoodVery Good-6550
May 201479.0GoodVery GoodVery GoodVery Good-6010
October 201379.0GoodGoodGoodGood-6010
November 201279.0FairSatisfactoryGoodGood-6010
October 201179.0FairSatisfactoryGoodGood-6010
December 201079.0FairSatisfactoryGoodGood-6010
November 200979.0FairSatisfactoryGoodGood-6010
August 200879.0FairSatisfactoryGoodGood-6010
September 200779.0FairSatisfactoryGoodGood-6010
October 200679.0FairSatisfactoryVery GoodGood-6010
September 200579.0GoodGoodVery GoodGood-6010
November 200479.0GoodGoodVery GoodGood-6010
December 200379.0GoodGoodVery GoodGood-6010
September 200279.0GoodGoodVery GoodGood-6010
October 200181.0GoodGoodVery GoodGood-6010
November 200083.0GoodGoodGoodGood-6010
July 199983.0GoodGoodGoodGood-6010
November 199883.0GoodGoodVery GoodGood-6010
December 199783.0GoodGoodVery GoodGood-6010
April 199683.0GoodGoodGoodGood-6010
February 199583.0GoodGoodGoodVery Good-6010
April 199483.0GoodGoodVery GoodGood-6010
March 199382.0FairFairSatisfactoryGood-6010
November 199183.0FairSatisfactoryVery GoodGood-6010
February 199183.0GoodGoodVery GoodGood-6010

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,3141,17414000
Steel Protective Coatingsq. ft.21,50021,500000
Deck
Reinforced Concrete Decksq. ft.9,8529,22662600
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Pier Walllinear ft.1212000
Reinforced Concrete Abutmentlinear ft.88731500
Reinforced Concrete Pier Caplinear ft.8887010
Joints
Strip Seal Jointlinear ft.65333200
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4383944400