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I-75 over FRANKS CREEK

Map

Coordinates:
+31.02069, -83.39584
31°01'14" N, 83°23'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-75 over FRANKS CREEK
Structure number:000000018500550
Location:APP 2 MI N OF HAHIRA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:32.2 ft. [9.8 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:126.0 ft. [38.4 m]
Deck width edge-to-edge:130.9 ft. [39.9 m]
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2005
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:4
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: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:36,330 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.9
Estimated cost of work:$1,569,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201692.9GoodGoodVery GoodGood-36330
February 201492.9GoodGoodVery GoodGood-36330
February 201292.5GoodVery GoodVery GoodGood-38960
February 201092.2GoodVery GoodVery GoodGood-41020
February 200892.2GoodVery GoodVery GoodGood-41020
February 200690.9GoodVery GoodVery GoodGood-36240
January 200478.1FairFairFairSatisfactory-36300
January 200278.1FairFairFairSatisfactory-36300
March 200089.7FairFairGoodGood-37100
April 199895.2FairFairGoodGood-37100
March 199696.3FairSatisfactoryGoodGood-37100
April 199494.2FairFairSatisfactoryGood-37100
May 199294.5FairFairSatisfactoryGood-32840
June 199095.5FairSatisfactorySatisfactoryGood-32840

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,5602,560000
Deck
Reinforced Concrete Decksq. ft.16,76816,768000
Substructure
Reinforced Concrete Abutmentlinear ft.264264000
Steel Pileeach6060000
Steel Protective Coatingsq. ft.114114000
Reinforced Concrete Pier Caplinear ft.390390000
Joints
Pourable Jointlinear ft.640006400
Bearings
Elastomeric Bearingeach160160000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.256256000