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WAD-COLE LAKE RD over DANIELS MILL CREEK

Map

Coordinates:
+32.80407, -82.25629
32°48'15" N, 82°15'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WAD-COLE LAKE RD over DANIELS MILL CREEK
Structure number:000000010751220
Location:4.4 MI N OF SUMMERTOWN
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:29.9 ft. [9.1 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:490 [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:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:33.7 tons [30.6 metric tons]
Sufficiency rating:96.9
Estimated cost of work:$1,055,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201596.9GoodGoodGoodGood-490
October 201396.9GoodGoodGoodGood-490
October 201190.4GoodGoodGoodGood-170
November 200990.3GoodGoodGoodVery Good-250
October 200790.3GoodGoodGoodVery Good-250
October 200590.3GoodGoodGoodVery Good-260
November 200390.4GoodGoodGoodVery Good-200
November 200190.4GoodGoodGoodVery Good-200
December 199990.2GoodGoodGoodVery Good-462
November 199790.2GoodGoodGoodVery Good-462
July 199590.2GoodGoodGoodVery Good-462
September 199390.2GoodGoodGoodVery Good-462
September 199190.2GoodGoodGoodVery Good-462

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,6201,620000
Deck
Prestressed Concrete Top Flangesq. ft.6,4806,480000
Wearing Surfacessq. ft.6,4806,28201980
Substructure
Reinforced Concrete Abutmentlinear ft.7272000
Prestressed Concrete Pileeach2020000
Reinforced Concrete Pier Caplinear ft.180180000
Joints
Pourable Jointlinear ft.198001980
Bearings
Elastomeric Bearingeach108108000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.360360000