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CR 79 over LITTLE BUFFALO CREEK

Map

Coordinates:
+31.14129, -81.97819
31°08'29" N, 81°58'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 79 over LITTLE BUFFALO CREEK
Structure number:000000002550060
Location:1.5 MI SE OF HICKOX
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:259.9 ft. [79.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1965
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:13
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:79.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,524,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201579.2FairSatisfactorySatisfactorySatisfactory-490
September 201379.2FairSatisfactorySatisfactorySatisfactory-490
September 201180.1FairSatisfactorySatisfactorySatisfactory-600
September 200975.5FairGoodGoodSatisfactory-870
September 200775.5FairGoodGoodSatisfactory-870
August 200580.1FairGoodGoodSatisfactory-650
August 200375.5FairGoodGoodSatisfactory-960
December 200122.0PoorGoodGoodCriticalSD760
March 200028.8PoorGoodGoodSeriousSD740
June 199728.8PoorGoodSatisfactorySeriousSD740
June 199527.8PoorGoodSatisfactorySeriousSD660
April 199327.9PoorGoodSatisfactorySeriousSD600
April 199127.9PoorGoodSatisfactorySeriousSD600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,0802,070550
Deck
Reinforced Concrete Top Flangesq. ft.6,5786,578000
Substructure
Reinforced Concrete Abutmentlinear ft.5454000
Timber Pileeach6058110
Reinforced Concrete Pier Caplinear ft.324324000
Joints
Pourable Jointlinear ft.312312000