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HWY ARLNGTN OFRP over HWY EMBNKT RD EB ONRMP

Map

Coordinates:
+42.35528, -71.07556
42°21'19" N, 71°04'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HWY ARLNGTN OFRP over HWY EMBNKT RD EB ONRMP
Structure number:B164624EKDOTNBI
Location:AT TUNNEL
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:26.9 ft. [8.2 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:11.2 ft. [3.4 m]
Skew angle:99°
Owner:Other State Agencies [21]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:24,000 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:31.7 tons [28.8 metric tons]
Sufficiency rating:20.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$514,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201620.0FairFairFairFairFO24000
November 201127.5FairSatisfactoryFairSatisfactoryFO24000
November 200927.5FairSatisfactoryFairSatisfactoryFO24000