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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:29.5 ft. [9.0 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: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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$13,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201570.5Functionally obsoleteGoodFairFair14500
August 201470.5Functionally obsoleteVery GoodFairFair14500
August 201219.1Functionally obsoleteVery GoodFairFair14500
August 201019.1Functionally obsoleteVery GoodFairFair14500
August 200819.1Functionally obsoleteVery GoodFairFair14500
August 200616.1Not deficientVery GoodFairFair14500
August 200415.8Not deficientVery GoodFairFair14500
August 200215.8Not deficientVery GoodFairFair14500
August 20002.0Not deficientVery GoodSeriousSerious14500
20000.0Not applicable---28965
August 19982.0Not deficientCriticalSeriousSerious14500
August 19962.0Structurally deficientCriticalSeriousSerious12100
August 19942.0Structurally deficientSeriousSeriousFair12100
August 19922.0Structurally deficientSeriousSeriousFair12100
August 19902.0Structurally deficientSeriousSeriousFair12100