I-96 W TO E M-8 over RAMPS TO M-8


+42.38475, -83.14868
42°23'05" N, 83°08'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-96 W TO E M-8 over RAMPS TO M-8
Structure number:000000000011569
Old structure number:82182123000S220 (from 1992 edition)
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:105.0 ft. [32.0 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1974
Year reconstructed:2009
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:2
Main spans material:Steel [3]
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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,420 [as of 2008]
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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:66.0 tons [60.0 metric tons]
Sufficiency rating:98.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$77,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201598.0GoodVery GoodGoodGood-1420
October 201398.0GoodVery GoodGoodGood-1420
October 201198.0GoodVery GoodGoodGood-1420
October 200998.0GoodExcellentGoodGood-1420
November 200868.0PoorPoorGoodPoorSD12580
August 200768.0PoorPoorGoodPoorSD12580
May 200668.0PoorPoorGoodPoorSD12580
February 200568.0PoorPoorGoodPoorSD12580
November 200370.0PoorFairGoodPoorSD12580
September 200270.0PoorFairGoodPoorSD12580
June 200170.0PoorFairGoodPoorSD12580
October 199970.0PoorFairGoodPoorSD12580
September 199787.0FairSatisfactoryGoodFair-12580
June 199586.0FairFairFairFair-12580
December 199486.0FairFairFairFair-12580
October 199397.0FairFairSatisfactoryGood-12580
May 199198.0FairSatisfactorySatisfactorySatisfactory-12580

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.9659501500
Reinforced Concrete Decksq. ft.6,0196,019000
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.102921000
Reinforced Concrete Pier Caplinear ft.5151000
Strip Seal Jointlinear ft.5151000
Pourable Jointlinear ft.102510510
Elastomeric Bearingeach1010000
Fixed Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3862919500