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SR-202 EB (JTB) over CUT CREEK BRANCH

Map

Coordinates:
+30.25861, -81.41389
30°15'31" N, 81°24'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-202 EB (JTB) over CUT CREEK BRANCH
Structure number:720514
Location:1.7 MI. W. OF SR-A1A
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:49.9 ft. [15.2 m]
Total length:600.1 ft. [182.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:5.9 ft. [1.8 m]
Owner:State Highway Agency [01]
Year built:1988
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:12
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,750 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:55.3 tons [50.3 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:96.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201696.9GoodGoodGoodGood-32750
December 201497.2GoodGoodGoodGood-30250
December 201297.2GoodGoodGoodGood-30250
December 201097.2GoodGoodGoodGood-30000
December 200897.3GoodGoodGoodGood-29250
December 200697.2GoodGoodGoodVery Good-30250
December 200497.3GoodGoodGoodVery Good-28750
December 200297.3GoodGoodGoodVery Good-28750
December 200098.8GoodGoodGoodVery Good-26000
January 199998.9GoodGoodGoodVery Good-23000
January 199798.3GoodGoodGoodVery Good-18250
January 199598.8GoodGoodVery GoodVery Good-16000
February 199398.8GoodGoodVery GoodVery Good-15510
January 199299.0GoodGoodVery GoodVery Good-13048

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,0012,993800
Deck
Reinforced Concrete Decksq. ft.25,62424,3431,28100
Substructure
Reinforced Concrete Abutmentlinear ft.8585000
Prestressed Concrete Pileeach5858000
Reinforced Concrete Pier Caplinear ft.441441000
Joints
Pourable Jointlinear ft.1601124800
Bearings
Elastomeric Bearingeach120120000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2001,195410