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I-16 WBL over FIFTEEN MILE CREEK

Map

Coordinates:
+32.37301, -82.02949
32°22'23" N, 82°01'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-16 WBL over FIFTEEN MILE CREEK
Structure number:000000004300250
Location:2.6 MI SE OF METTER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:40.0 ft. [12.2 m]
Total length:400.0 ft. [121.9 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1977
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:10
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,360 [as of 2011]
Truck traffic:25% of total traffic
Deck condition:Satisfactory [6 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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:87.6
Estimated cost of work:$2,344,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201687.6FairSatisfactoryGoodSatisfactory-18360
December 201487.6FairGoodGoodSatisfactory-18360
December 201287.6FairGoodGoodSatisfactory-18360
November 201092.9FairGoodGoodSatisfactory-18590
December 200892.9FairGoodGoodSatisfactory-18590
December 200692.9FairGoodGoodSatisfactory-18640
December 200492.1GoodGoodGoodGood-17060
November 200292.1GoodGoodGoodGood-15600
November 200092.5GoodGoodGoodGood-9100
February 199992.5GoodGoodGoodGood-9100
July 199695.6GoodVery GoodVery GoodGood-9100
August 199495.3GoodVery GoodVery GoodGood-9100
August 199295.3GoodVery GoodVery GoodGood-9100
July 199095.3GoodVery GoodVery GoodGood-9100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,0002,000000
Deck
Reinforced Concrete Top Flangesq. ft.17,520017,52000
Substructure
Reinforced Concrete Abutmentlinear ft.9086400
Reinforced Concrete Pileeach45035100
Reinforced Concrete Pier Caplinear ft.369369000
Joints
Compression Jointlinear ft.440440000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.800800000