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

Map

Coordinates:
+39.99589, -75.19495
39°59'45" N, 75°11'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:STRAWBERRY MANSION over SKL RIV,KELLY,W RIV,STDR
Structure number:000000000039231
Old structure number:677301016001150 (from 1992 edition)
Location:STRAWBERRY MANSION 28B04
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:29.9 ft. [9.1 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:Aluminum, Wrought Iron or Cast Iron [9]
Main spans design:Arch - Deck [11]
Deck type:Closed Grating [4]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:14,500 [as of 1996]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:70.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$13,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201570.5FairGoodFairFairFO14500
August 201470.5FairVery GoodFairFairFO14500
August 201219.1FairVery GoodFairFairFO14500
August 201019.1FairVery GoodFairFairFO14500
August 200819.1FairVery GoodFairFairFO14500
August 200616.1FairVery GoodFairFair-14500
August 200415.8FairVery GoodFairFair-14500
August 200215.8FairVery GoodFairFair-14500
August 20002.0PoorVery GoodSeriousSerious-14500
August 19982.0PoorCriticalSeriousSerious-14500
August 19962.0PoorCriticalSeriousSeriousSD12100
August 19942.0PoorSeriousSeriousFairSD12100
August 19922.0PoorSeriousSeriousFairSD12100
August 19902.0PoorSeriousSeriousFairSD12100