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RAMP A RD over RAMP C,D-RP. NB TO CARSO

Map

Coordinates:
+40.39167, -79.84833
40°23'30" N, 79°50'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP A RD over RAMP C,D-RP. NB TO CARSO
Structure number:000000000002872
Old structure number:028059050000000 (from 1992 edition)
Location:SR 837 NB TO SR 885 SB
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.0 ft. [25.0 m]
Total length:323.2 ft. [98.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
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: July 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:8,569 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:49.9 tons [45.4 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:54.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201554.8PoorPoorFairPoorSD8569
July 201354.8PoorPoorFairPoorSD8569
July 201154.3PoorPoorSatisfactoryPoorSD9469
July 200955.7PoorPoorSatisfactoryPoorSD6701
July 200755.7PoorPoorSatisfactoryPoorSD6701
October 200576.6FairFairSatisfactoryFair-6529
October 200378.8PoorPoorSatisfactoryFairSD6401
October 200178.9PoorPoorSatisfactoryFairSD6177
September 199978.9PoorPoorSatisfactoryFairSD6177
September 199775.1PoorPoorSatisfactoryFairSD17170
September 199586.8PoorPoorSatisfactorySatisfactorySD16455
September 199386.8PoorPoorSatisfactorySatisfactorySD16196

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,1362,136000
Steel Protective Coatingsq. ft.53,76653,766000
Deck
Reinforced Concrete Decksq. ft.13,56613,566000
Wearing Surfacessq. ft.10,43210,432000
Substructure
Reinforced Concrete Columneach1300130
Reinforced Concrete Abutmentlinear ft.6565000
Reinforced Concrete Pier Caplinear ft.292002920
Joints
Assembly without Seal Jointlinear ft.292292000
Bearings
Movable Bearingeach3131000
Steel Protective Coatingsq. ft.53,76653,766000
Fixed Bearingeach3232000
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Other Material Bridge Raillinear ft.528528000