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MCARDLE RDWY over NORFOLK SOUTHERN R/R

Map 

Coordinates:
+40.42778, -79.99279
40°25'40" N, 79°59'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCARDLE RDWY over NORFOLK SOUTHERN R/R
Structure number:000000000002429
Old structure number:027301000030640 (from 1992 edition)
Location:301064 MCARDLE RDWY #1
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:214.9 ft. [65.5 m]
Total length:547.9 ft. [167.0 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1933
Year reconstructed:2012
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2007]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:52.8 tons [48.0 metric tons]
Sufficiency rating:74.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201474.8Not deficientVery GoodSatisfactorySatisfactory1000
June 201279.8Functionally obsoleteVery GoodSatisfactoryGood1000
June 201120.3Structurally deficientSeriousPoorCritical1000
June 201020.3Structurally deficientSeriousPoorCritical1000
June 200920.3Structurally deficientSeriousPoorCritical1000
January 200820.3Structurally deficientSeriousPoorCritical1000
July 200620.3Structurally deficientSeriousFairCritical1000
June 200523.8Structurally deficientSeriousFairCritical1000
June 200426.0Structurally deficientPoorFairCritical1000
June 200326.0Structurally deficientPoorFairCritical1000
June 200226.0Structurally deficientPoorFairCritical1000
June 200126.0Structurally deficientPoorFairCritical1000
June 200026.0Structurally deficientPoorFairCritical1000
June 19994.0Structurally deficientPoorFairCritical8590
July 19984.0Structurally deficientPoorFairPoor8590
May 199712.3Structurally deficientPoorFairSerious8590
August 199539.9Structurally deficientFairFairPoor6500
August 199439.9Structurally deficientFairFairPoor6500
August 199339.9Structurally deficientFairFairPoor6500
June 199267.5Functionally obsoleteFairFairFair6500
October 199149.9Structurally deficientFairFairPoor6500