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WALTON WAY over CR 2483 6TH ST-NS RR

Map

Coordinates:
+33.47067, -81.96505
33°28'14" N, 81°57'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WALTON WAY over CR 2483 6TH ST-NS RR
Structure number:000000024501130
Location:12.9 MI NE OF HEPHIZIBAH
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.2 ft. [22.6 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,660 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.2 tons [69.3 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:75.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$670,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201575.2GoodGoodVery GoodVery GoodFO9660
December 201375.2GoodGoodVery GoodVery GoodFO9660
December 201183.4GoodGoodVery GoodVery Good-1768
December 200978.9GoodGoodVery GoodVery Good-14280
December 200779.9GoodGoodVery GoodVery Good-14280
December 200580.2GoodGoodVery GoodVery Good-9210
December 200382.1GoodGoodVery GoodVery Good-15300
January 200282.0GoodGoodVery GoodVery Good-16700
January 200079.5GoodGoodVery GoodVery Good-24980
December 199779.5GoodVery GoodVery GoodVery Good-24980
December 199578.6GoodVery GoodVery GoodVery Good-24980
April 199478.6GoodVery GoodVery GoodVery Good-24980
July 199278.6GoodVery GoodVery GoodVery Good-24980
December 199075.0GoodVery GoodVery GoodVery Good-19760

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.814814000
Deck
Reinforced Concrete Decksq. ft.4,9142,9142,00000
Substructure
Reinforced Concrete Abutmentlinear ft.1341043000
Joints
Pourable Jointlinear ft.104520520
Bearings
Elastomeric Bearingeach2222000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.148148000
Reinforced Concrete Bridge Raillinear ft.148144040