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O'DONNELL STREET over CSX & CITY STREETS

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

Facts 

Name:O'DONNELL STREET over CSX & CITY STREETS
Structure number:200000BC4403010
Location:0.5 MI W OF I-895
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:149.9 ft. [45.7 m]
Total length:1036.1 ft. [315.8 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
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]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:25,970 [as of 2007]
Truck traffic:10% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:76.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$7,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201476.9Not deficientGoodGoodGood25970
November 201277.9Not deficientGoodGoodGood25970
November 201077.9Not deficientGoodGoodGood25970
January 201077.9Not deficientGoodGoodGood25970
January 200877.9Not deficientGoodVery GoodVery Good25970
December 200577.9Not deficientVery GoodVery GoodVery Good25970
December 200377.9Not deficientExcellentExcellentExcellent25970
November 200179.8Not deficientGoodGoodGood18872
November 199976.7Not applicable---18872
December 19972.0Structurally deficientSeriousPoorCritical18872
January 19972.0Structurally deficientSeriousPoorCritical18872
September 19952.0Structurally deficientSeriousPoorCritical18872
December 199259.4Structurally deficientPoorPoorPoor28084
December 199061.6Structurally deficientFairPoorFair28084