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SANDERS ROAD over LITTLE BUCK CREEK

Map

Coordinates:
+33.17787, -84.10964
33°10'40" N, 84°06'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SANDERS ROAD over LITTLE BUCK CREEK
Structure number:000000017150230
Location:3 MI W JCT SR 36 & I-75
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:16.1 ft. [4.9 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1954
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:8
Main spans material:Steel [3]
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: March 2017

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:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Better than present minimum criteria [7]
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]
Sufficiency rating:65.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$128,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryFairSatisfactory49065.8
March 2015FairSatisfactoryFairSatisfactory49065.8
March 2013FairSatisfactoryFairSatisfactory49065.8
April 2011FairSatisfactoryFairSatisfactory60065.7
March 2009FairSatisfactoryFairSatisfactory146061.5
March 2007FairSatisfactoryFairSatisfactory146061.5
March 2005FairSatisfactoryFairSatisfactory141061.5
May 2003FairSatisfactoryFairSatisfactory194061.0
May 2001FairSatisfactoryFairSatisfactory123057.0
March 1999FairSatisfactoryFairSatisfactory133057.0
July 1997FairSatisfactorySatisfactorySatisfactory133068.2
January 1995FairSatisfactorySatisfactoryFair123057.0
May 1993FairSatisfactorySatisfactoryGood123068.3
August 1991FairGoodSatisfactoryGood123068.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.896089600
Steel Protective Coatingsq. ft.3,2080003,208
Deck
Reinforced Concrete Decksq. ft.3,20003,20000
Substructure
Reinforced Concrete Columneach2114340
Reinforced Concrete Abutmentlinear ft.7070000
Reinforced Concrete Pier Caplinear ft.217217000
Joints
Pourable Jointlinear ft.2520084168
Bearings
Movable Bearingeach56014420
Steel Protective Coatingsq. ft.112000112
Fixed Bearingeach56014420
Steel Protective Coatingsq. ft.112000112