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SR 4 over CR2591-CR2649-RR

Map

Coordinates:
+33.46420, -81.99478
33°27'51" N, 81°59'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4 over CR2591-CR2649-RR
Structure number:000000024501180
Location:11.9 MI NE OF HEPHIZBAH
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:109.9 ft. [33.5 m]
Total length:576.1 ft. [175.6 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:6
Main spans material:Prestressed concrete [5]
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: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,120 [as of 2012]
Truck traffic:1% 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: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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.2
Estimated cost of work:$5,217,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201579.2FairGoodGoodSatisfactory-14120
December 201379.2FairGoodGoodSatisfactory-14120
December 201186.9FairGoodGoodSatisfactory-1768
December 200981.1FairGoodGoodSatisfactory-15710
December 200782.1FairGoodGoodSatisfactory-15710
December 200593.5GoodGoodGoodGood-840
January 200481.9GoodGoodGoodGood-19600
December 200181.9GoodGoodGoodGood-18700
January 200080.4GoodGoodGoodGood-25900
October 199777.4GoodGoodVery GoodGood-25900
December 199576.4GoodGoodVery GoodVery Good-25900
April 199476.9GoodVery GoodVery GoodVery Good-21510
July 199276.9GoodVery GoodVery GoodVery Good-21510
May 199177.2GoodVery GoodVery GoodVery Good-17800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.6,2086,208000
Deck
Reinforced Concrete Decksq. ft.39,97019,98419,98600
Substructure
Reinforced Concrete Columneach1111000
Reinforced Concrete Abutmentlinear ft.1501400100
Reinforced Concrete Pier Caplinear ft.3452955000
Joints
Strip Seal Jointlinear ft.144144000
Pourable Jointlinear ft.3452730720
Bearings
Elastomeric Bearingeach130130000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1431,143000