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US-150 over NS RR AND HARDING ST

Map

Coordinates:
+37.64578, -84.78605
37°38'45" N, 84°47'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-150 over NS RR AND HARDING ST
Structure number:011B00043N
Old structure number:011*0150*B0043 (from 1992 edition)
Location:.2 MI W OF MAPLE ST-DNVLE
Purpose:Carries highway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:141.4 ft. [43.1 m]
Total length:755.9 ft. [230.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1949
Year reconstructed:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,746 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:69.2
Estimated cost of work:$10,206,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201669.2GoodGoodGoodGood-14746
October 201469.2GoodGoodGoodGood-14746
October 201271.5GoodGoodGoodGood-17000
October 201071.5GoodGoodGoodGood-16900
October 200871.3GoodGoodGoodGood-17600
October 200671.5GoodGoodGoodGood-17000
September 200471.5GoodGoodGoodGood-16994
September 200354.2FairFairFairFair-15995
October 200052.2FairFairFairFair-15995
April 200028.0PoorPoorFairPoorSD15995
October 199859.1FairFairSatisfactorySatisfactory-15995
October 199659.1FairFairSatisfactoryGood-15995
October 199567.3FairFairSatisfactoryGood-15670
October 199467.3FairFairSatisfactoryGood-15670
October 199267.3FairFairSatisfactoryGood-15670
October 199068.3FairFairGoodGood-15670

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,6201,15946100
Steel Protective Coatingsq. ft.11000
Prestressed Concrete Girder/Beamlinear ft.1,7361,736000
Deck
Reinforced Concrete Decksq. ft.32,19932,199000
Substructure
Reinforced Concrete Columneach33132000
Reinforced Concrete Abutmentlinear ft.108971100
Reinforced Concrete Pier Caplinear ft.3743581600
Joints
Strip Seal Jointlinear ft.4040000
Compression Jointlinear ft.4000040
Bearings
Elastomeric Bearingeach7272000
Movable Bearingeach155820
Steel Protective Coatingsq. ft.11000
Fixed Bearingeach50500
Steel Protective Coatingsq. ft.11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,5161,516000