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CEDAR / WYMAN PARK over I-83 AND MTA

Map 

Coordinates:
+39.32000, -76.63000
39°19'12" N, 76°37'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CEDAR / WYMAN PARK over I-83 AND MTA
Structure number:200000BC3501010
Location:0.2 MI N 29TH ST
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:118.1 ft. [36.0 m]
Total length:437.0 ft. [133.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
Year reconstructed:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,326 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:72.8 tons [66.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:69.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$61,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201669.5FairSatisfactorySatisfactorySatisfactoryFO28326
June 201470.0FairSatisfactorySatisfactorySatisfactoryFO25900
June 201270.0FairSatisfactorySatisfactorySatisfactoryFO25900
June 201070.0FairSatisfactorySatisfactorySatisfactoryFO25900
May 200870.0FairSatisfactorySatisfactorySatisfactoryFO25900
February 200870.0FairSatisfactorySatisfactorySatisfactoryFO25900
November 200570.0FairSatisfactorySatisfactorySatisfactoryFO25900
December 200382.8FairSatisfactorySatisfactorySatisfactoryFO25900
January 200283.3FairSatisfactorySatisfactorySatisfactoryFO22960
February 200083.3FairSatisfactorySatisfactorySatisfactoryFO22960
March 199883.3FairSatisfactorySatisfactorySatisfactoryFO22960
June 199584.4FairSatisfactorySatisfactorySatisfactory-22960
November 199287.9FairSatisfactorySatisfactoryGood-14503
December 199080.7GoodGoodGoodGoodFO14503