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FALLS ROAD over MTA, JONES FALLS, & C. M

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

Facts 

Name:FALLS ROAD over MTA, JONES FALLS, & C. M
Structure number:200000BC3111010
Location:ON RAMP, JFX-FALLS RD
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:74.2 ft. [22.6 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:67.3 ft. [20.5 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1987
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:3
Main spans material:Steel [3]
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:25,265 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:92.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$40,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201592.3Not deficientGoodGoodSatisfactory25265
December 201492.3Not deficientGoodGoodSatisfactory25265
December 201394.6Not deficientGoodGoodSatisfactory23800
December 201292.3Not deficientGoodGoodSatisfactory23800
December 201190.3Not deficientGoodGoodSatisfactory23800
December 201092.3Not deficientGoodGoodSatisfactory23800
December 200970.0Not deficientGoodGoodSatisfactory23800
December 200792.3Not deficientGoodGoodSatisfactory23800
June 200792.3Not deficientGoodGoodSatisfactory23800
December 200592.3Not deficientGoodGoodSatisfactory23800
November 200392.3Not deficientGoodGoodSatisfactory23800
January 200292.7Not deficientGoodGoodGood20499
February 200092.7Not deficientGoodGoodGood20499
February 199892.7Not deficientGoodGoodGood20499
February 199591.5Not deficientGoodGoodGood20499
November 199291.5Not deficientVery GoodVery GoodGood20499
December 199061.2Not deficientVery GoodVery GoodGood20499