Share:

SR 19 SH over 65 NB&SB,RAMP H,& RAMP C

Map 

Coordinates:
+40.44975, -80.02518
40°26'59" N, 80°01'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 19 SH over 65 NB&SB,RAMP H,& RAMP C
Structure number:000000000000533
Old structure number:020019028013470 (from 1992 edition)
Location:NORTH APPR. TO W.END BR.
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:134.8 ft. [41.1 m]
Total length:803.2 ft. [244.8 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1991
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,275 [as of 2016]
Truck traffic:6% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:61.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,108,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201661.0FairGoodGoodSatisfactoryFO37275
March 201462.9FairGoodGoodSatisfactoryFO37705
March 201271.0FairGoodGoodSatisfactoryFO12150
March 201070.9FairGoodGoodSatisfactoryFO12281
March 200870.2FairGoodGoodSatisfactoryFO14571
March 200663.8FairGoodVery GoodSatisfactoryFO34198
March 200466.3FairGoodVery GoodSatisfactoryFO33457
March 200266.5FairGoodVery GoodSatisfactoryFO32605
March 200067.0FairGoodVery GoodSatisfactoryFO32027
March 199870.7FairGoodVery GoodSatisfactory-20106
March 199678.1GoodVery GoodVery GoodGood-10000
March 199478.1GoodVery GoodVery GoodVery Good-10000