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MCCALLUM STREET over CRESHEIM CREEK

Map 

Coordinates:
+40.05497, -75.20484
40°03'18" N, 75°12'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCCALLUM STREET over CRESHEIM CREEK
Structure number:000000000039137
Old structure number:677301003001800 (from 1992 edition)
Location:NEAR FAIRMOUNT PARK 16K6
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: March 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,800 [as of 2015]
Deck condition:Good [7 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: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]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:80.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201580.1GoodGoodGoodVery Good-9800
October 201381.0GoodGoodGoodVery Good-7000
October 201181.0GoodGoodVery GoodVery Good-7000
December 200981.0GoodGoodVery GoodVery Good-7000
October 200781.0GoodGoodVery GoodVery Good-7000
October 200581.0GoodGoodVery GoodVery Good-7000
October 200381.0GoodGoodVery GoodVery Good-7000
October 200180.9GoodGoodVery GoodVery Good-7000
October 199980.9GoodGoodVery GoodVery Good-7000
October 199780.9GoodGoodVery GoodVery Good-7000
October 199581.8GoodGoodVery GoodVery Good-7000
October 199381.8GoodGoodVery GoodVery Good-7000
October 199180.8GoodExcellentExcellentExcellent-7000