McCallum Street over Cresheim Creek 3479-H2


+40.05480, -75.20490
40°03'17" N, 75°12'18" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:McCallum Street over Cresheim Creek 3479-H2
Structure number:000000000039137
Old structure number:677301003001800 (from 1992 edition)
Location:NW of Allen's Lane
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:234.9 ft. [71.6 m]
Total length:544.0 ft. [165.8 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,800 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactoryGood980080.1
March 2015GoodGoodGoodVery Good980080.1
October 2013GoodGoodGoodVery Good700081.0
October 2011GoodGoodVery GoodVery Good700081.0
December 2009GoodGoodVery GoodVery Good700081.0
October 2007GoodGoodVery GoodVery Good700081.0
October 2005GoodGoodVery GoodVery Good700081.0
October 2003GoodGoodVery GoodVery Good700081.0
October 2001GoodGoodVery GoodVery Good700080.9
October 1999GoodGoodVery GoodVery Good700080.9
October 1997GoodGoodVery GoodVery Good700080.9
October 1995GoodGoodVery GoodVery Good700081.8
October 1993GoodGoodVery GoodVery Good700081.8
October 1991GoodExcellentExcellentExcellent700080.8