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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201595.7Not deficientGoodGoodGood16104
January 201495.7Not deficientGoodGoodGood16104
January 201295.7Not deficientGoodGoodGood16104
May 201095.7Not deficientGoodGoodGood16104
March 200996.7Not deficientGoodGoodGood9200
March 200896.7Not deficientGoodGoodGood9200
January 200796.7Not deficientGoodGoodGood9200
April 200596.7Not deficientGoodGoodGood9200
March 200496.7Not deficientGoodGoodGood9200
April 200296.7Not deficientGoodGoodGood9200
April 200096.7Not deficientGoodGoodGood9200
April 199896.7Not deficientGoodGoodGood9200
April 199690.5Not deficientGoodGoodVery Good9200
March 199490.4Not deficientGoodGoodGood9200
October 199190.4Not deficientGoodGoodGood9200