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GREENFIELD ROAD over CSX RR & FULLERTON RD

Map 

Coordinates:
+42.37981, -83.19804
42°22'47" N, 83°11'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GREENFIELD ROAD over CSX RR & FULLERTON RD
Structure number:000000000012206
Old structure number:82200190000R010 (from 1992 edition)
Location:DETROIT N/I-96
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:73.8 ft. [22.5 m]
Total length:545.0 ft. [166.1 m]
Roadway width between curbs:81.0 ft. [24.7 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Vertical clearance below bridge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1970
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:8
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:42,086 [as of 2001]
Truck traffic:5% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.0 tons [69.1 metric tons]
Inventory rating:56.0 tons [50.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201466.3Functionally obsoleteGoodGoodGood42086
June 201266.3Functionally obsoleteGoodGoodGood42086
June 201066.3Functionally obsoleteGoodGoodVery Good42086
April 200866.3Functionally obsoleteGoodGoodVery Good42086
April 200666.3Functionally obsoleteGoodVery GoodVery Good42086
April 20047.0Structurally deficientGoodSatisfactoryImminent Failure42086
May 200166.3Functionally obsoleteGoodVery GoodVery Good42086
September 199969.5Not deficientGoodVery GoodVery Good31458
May 199869.5Not deficientGoodVery GoodVery Good31458
December 199667.3Not deficientGoodVery GoodVery Good38856
July 199567.7Not deficientGoodVery GoodVery Good38856
May 199468.2Not deficientGoodVery GoodVery Good37369
April 19926.0Structurally deficientFairSeriousCritical31369
July 199071.2Not applicableSatisfactorySatisfactoryGood26813