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I-395 RAMP E over MIDDLE BRANCH

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-395 RAMP E over MIDDLE BRANCH
Structure number:300000BCWT02010
Location:MILEPOST 0.2
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:158.1 ft. [48.2 m]
Total length:1140.1 ft. [347.5 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:State Toll Authority [31]
Year built:1979
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:8
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,104 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:81.3 tons [73.9 metric tons]
Inventory rating:48.8 tons [44.4 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201595.7GoodGoodGoodGood-16104
January 201495.7GoodGoodGoodGood-16104
January 201295.7GoodGoodGoodGood-16104
May 201095.7GoodGoodGoodGood-16104
March 200996.7GoodGoodGoodGood-9200
March 200896.7GoodGoodGoodGood-9200
January 200796.7GoodGoodGoodGood-9200
April 200596.7GoodGoodGoodGood-9200
March 200496.7GoodGoodGoodGood-9200
April 200296.7GoodGoodGoodGood-9200
April 200096.7GoodGoodGoodGood-9200
April 199896.7GoodGoodGoodGood-9200
April 199690.5GoodGoodGoodVery Good-9200
March 199490.4GoodGoodGoodGood-9200
October 199190.4GoodGoodGoodGood-9200