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44TH STREET over E BRANCH - RUSH CREEK

Map

Coordinates:
+42.88335, -85.78686
42°53'00" N, 85°47'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:44TH STREET over E BRANCH - RUSH CREEK
Structure number:000000000008847
Old structure number:70200075000B010 (from 1992 edition)
Location:SECTION 25 GEORGETOWN TWP
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.7 ft. [11.5 m]
Total length:75.8 ft. [23.1 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Owner:County Highway Agency [02]
Year built:1986
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodVery GoodGoodVery Good2000097.2
September 2014GoodVery GoodGoodVery Good2574396.4
February 2013GoodVery GoodGoodVery Good2574396.4
February 2011GoodVery GoodGoodVery Good2574396.4
December 2008GoodVery GoodGoodVery Good2574396.4
December 2006GoodVery GoodGoodVery Good2574396.4
January 2005GoodVery GoodGoodVery Good2131297.0
December 2002GoodVery GoodGoodVery Good2300896.8
December 2000GoodExcellentGoodVery Good2300896.8
December 1998GoodExcellentGoodVery Good2194496.9
February 1997GoodExcellentGoodVery Good1815797.4
March 1995GoodGoodExcellentVery Good1512097.7
March 1993GoodExcellentExcellentVery Good1370297.9
February 1991GoodExcellentExcellentVery Good1370297.9