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I-16 EBL over JACKS CREEK

Map

Coordinates:
+32.38317, -82.24234
32°22'59" N, 82°14'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-16 EBL over JACKS CREEK
Structure number:000000010700710
Location:4.2 MI S OF STILLMORE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:66.9 ft. [20.4 m]
Total length:267.1 ft. [81.4 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 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:5
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: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,280 [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:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:32.7 tons [29.7 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:83.9
Estimated cost of work:$1,565,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201583.9GoodGoodGoodGood-17280
September 201383.9GoodGoodGoodGood-17280
October 201183.9GoodGoodGoodGood-17470
November 200984.0GoodGoodGoodGood-16930
October 200784.0GoodGoodGoodGood-16930
September 200584.0GoodGoodGoodGood-15580
November 200395.0GoodGoodGoodGood-15300
November 200195.0GoodGoodVery GoodGood-15000
January 200095.2GoodGoodVery GoodGood-10200
December 199795.2GoodGoodVery GoodGood-10200
August 199595.2GoodGoodVery GoodGood-10200
September 199395.4GoodGoodVery GoodGood-7410
September 199195.4GoodGoodVery GoodGood-7410

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,6021,598400
Deck
Reinforced Concrete Decksq. ft.11,48111,481000
Substructure
Reinforced Concrete Abutmentlinear ft.9090000
Prestressed Concrete Pileeach4848000
Reinforced Concrete Pier Caplinear ft.172172000
Joints
Pourable Jointlinear ft.24040801200
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.534526800