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I565 TO RES PK BLV over RAMP * I565

Map

Coordinates:
+34.70644, -86.67375
34°42'23" N, 86°40'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I565 TO RES PK BLV over RAMP * I565
Structure number:015315
Location:7.2 MI N COUNTY LINE RD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.9 ft. [33.2 m]
Total length:526.9 ft. [160.6 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1991
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:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,267 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:49.7 tons [45.2 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:90.7
Estimated cost of work:$3,535,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201590.7GoodVery GoodGoodGood-9267
September 201392.1GoodVery GoodGoodGood-8911
September 201192.2GoodVery GoodVery GoodVery Good-8428
September 200992.2GoodVery GoodVery GoodVery Good-8213
September 200792.2GoodVery GoodVery GoodVery Good-8021
September 200592.2GoodVery GoodVery GoodVery Good-7598
September 200392.3GoodVery GoodVery GoodVery Good-7252
August 200192.3GoodVery GoodVery GoodVery Good-7252
August 199991.9GoodVery GoodVery GoodVery Good-11090
August 199792.0GoodVery GoodVery GoodVery Good-10450
August 199592.2GoodVery GoodVery GoodVery Good-10450
August 199392.2GoodVery GoodVery GoodVery Good-10200
January 199292.2GoodExcellentExcellentExcellent-10000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.56461000
Reinforced Concrete Closed Web/Box Girderlinear ft.4714264500
Deck
Prestressed Concrete Top Flangesq. ft.11,61211,5832900
Reinforced Concrete Top Flangesq. ft.1,5631,563000
Substructure
Reinforced Concrete Columneach51400
Reinforced Concrete Abutmentlinear ft.6053700
Reinforced Concrete Pier Caplinear ft.112106600
Joints
Pourable Jointlinear ft.2828000
Compression Jointlinear ft.56002828
Bearings
Disk Bearingeach1414000
Steel Protective Coatingsq. ft.1101100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,0549906400