I-69 EB C-D over US-127, SB&NB US-127 C-D


+42.80643, -84.51123
42°48'23" N, 84°30'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-69 EB C-D over US-127, SB&NB US-127 C-D
Structure number:000000000001847
Old structure number:19119042000S030 (from 1992 edition)
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:155.8 ft. [47.5 m]
Total length:565.0 ft. [172.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,600 [as of 1994]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:85.8 tons [78.0 metric tons]
Inventory rating:52.5 tons [47.7 metric tons]
Sufficiency rating:99.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201699.2FairSatisfactorySatisfactorySatisfactory-3600
May 201499.2FairGoodSatisfactorySatisfactory-3600
May 201299.2FairGoodSatisfactorySatisfactory-3600
May 201099.2GoodGoodGoodGood-3600
May 200899.2GoodGoodGoodGood-3600
May 200699.2GoodGoodGoodGood-3600
May 200499.2GoodGoodVery GoodGood-3600
May 200298.2GoodGoodVery GoodGood-3600
May 200099.2GoodGoodVery GoodGood-3600
July 199899.2GoodExcellentExcellentExcellent-3600
February 199899.2GoodExcellentExcellentExcellent-3600
November 199495.2GoodVery GoodVery GoodVery Good-3600