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BLOOMFIELD BR over N-S RR,CSX RR,E BSWY,PL

Map

Coordinates:
+40.46035, -79.95575
40°27'37" N, 79°57'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BLOOMFIELD BR over N-S RR,CSX RR,E BSWY,PL
Structure number:000000000002398
Old structure number:027301000030100 (from 1992 edition)
Location:301010 BLOOMFIELD BRIDGE
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Collector (Urban) [17]
Length of largest span:299.9 ft. [91.4 m]
Total length:1541.1 ft. [469.7 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:67.6 ft. [20.6 m]
Vertical clearance below bridge:12.5 ft. [3.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2007]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:67.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201567.6FairSatisfactorySatisfactoryFairFO30000
April 201367.4FairSatisfactorySatisfactoryFairFO30000
April 201167.6FairSatisfactorySatisfactoryFairFO30000
April 200967.6FairSatisfactorySatisfactoryFairFO30000
April 200778.0FairSatisfactoryGoodSatisfactoryFO30000
April 200580.0FairSatisfactoryGoodSatisfactory-30000
April 200380.0FairSatisfactoryGoodSatisfactory-30000
April 200180.0FairSatisfactoryGoodSatisfactory-30000
May 199980.0FairSatisfactoryGoodSatisfactory-30000
April 199780.0GoodGoodGoodGood-30000
April 199596.7GoodGoodGoodGood-30000
April 199496.7GoodGoodGoodVery Good-30000
April 199396.7GoodGoodGoodGood-30000
April 199196.7GoodVery GoodVery GoodVery Good-30000