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STRAWBERRY MANSION over SKL RIV,KELLY,W RIV,STDR

Map

Coordinates:
+39.99550, -75.19450
39°59'44" N, 75°11'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STRAWBERRY MANSION over SKL RIV,KELLY,W RIV,STDR
Structure number:000000000039231
Old structure number:677301016001150 (from 1992 edition)
Location:STRAWBERRY MANSION 3589J1
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:200.1 ft. [61.0 m]
Total length:1242.2 ft. [378.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:79.4 ft. [24.2 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1897
Year reconstructed:1998
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Arch - Deck [11]
Deck type:Closed Grating [4]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:14,500 [as of 1996]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:52.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$12,742,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorSatisfactoryPoorFair1450052.6
February 2015FairGoodFairFair1450070.5
August 2014FairVery GoodFairFair1450070.5
August 2012FairVery GoodFairFair1450019.1
August 2010FairVery GoodFairFair1450019.1
August 2008FairVery GoodFairFair1450019.1
August 2006FairVery GoodFairFair1450016.1
August 2004FairVery GoodFairFair1450015.8
August 2002FairVery GoodFairFair1450015.8
August 2000PoorVery GoodSeriousSerious145002.0
August 1998PoorCriticalSeriousSerious145002.0
August 1996PoorCriticalSeriousSerious121002.0
August 1994PoorSeriousSeriousFair121002.0
August 1992PoorSeriousSeriousFair121002.0
August 1990PoorSeriousSeriousFair121002.0