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WB DAV TO EB JEFFR over I-96 (JEFFRIES FRWY)

Map 

Coordinates:
+42.38329, -83.14884
42°22'60" N, 83°08'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB DAV TO EB JEFFR over I-96 (JEFFRIES FRWY)
Structure number:000000000011570
Old structure number:82182123000S230 (from 1992 edition)
Location:IN DETROIT
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:122.1 ft. [37.2 m]
Total length:243.1 ft. [74.1 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:15.4 ft. [4.7 m]
Skew angle:44°
Owner:State Highway Agency [01]
Year built:1971
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 

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]
Operating rating:90.1 tons [81.9 metric tons]
Inventory rating:54.0 tons [49.1 metric tons]
Sufficiency rating:98.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$141,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201598.0Not deficientVery GoodGoodGood1420
October 201398.0Not deficientVery GoodGoodGood1420
October 201198.0Not deficientVery GoodGoodGood1420
October 200998.0Not deficientExcellentExcellentGood1420
August 200795.0Structurally deficientPoorSatisfactoryGood12580
August 200595.0Structurally deficientPoorSatisfactoryGood12580
August 200384.0Structurally deficientPoorSatisfactoryFair12580
August 200184.0Structurally deficientPoorSatisfactoryFair12580
June 200082.0Structurally deficientSeriousSatisfactoryFair12580
October 199993.0Structurally deficientSeriousSatisfactorySatisfactory12580
September 199797.0Not deficientFairSatisfactorySatisfactory12580
June 199597.0Not deficientFairSatisfactoryGood12580
October 199398.0Not deficientSatisfactorySatisfactoryGood12580
May 199198.0Not deficientSatisfactorySatisfactorySatisfactory12580