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Pile Driving Log - North abut Center pile
Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal DIVISION 31-EARTHWORK Section 31 62 00 -Driven Piles PILE-DRIVING RECORD ___ PILE NO. JOB NO. NAME ______________ _ JOB LOCATION ___________________ _ PILE LOCATION __________________ _ DRIVING CONTRACTOR _______________ _ Pile: Type*-------------------Length __________ Weight (lb) Penetration: __________________ _ Ground Elev. before Driving _________ _ Ground Elev. after Driving __________ _ Tip Elev. after Driving ____________ _ Butt Elev. after Driving Group ___________ _ PAGE NO. OF DATE _________________ _ JOB ENGINEER ____________ _ DATUM _________________ _ SUPT _________________ _ Hammer: Make and Model ------------- Stroke: Rated Meas.**---------Weight of Ram lb _________ _ Strokes per Minute _____________ _ Steam Pressure at Boiler __________ _ Driving Cap, Anvil, Helmet, etc. __________ _ Weight ___ lb Description _________ _ (Make sketch on back ) Time: Start Driving ____ Finish Driving ____ Driving Time ____ Minutes ft No. of ft No. of ft No. of ft No.of ft No. of ft No. of ft No. of ft No. of Blows Blows Blows Blows Blows Blows Blows Blows 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 DRIVING RESISTANCE LAST FOOT 1" __ 2" __ 3" __ 4" __ 5" __ 6" __ 7" __ 8" __ 9" __ 10" __ 11" __ 12" __ Remarks***-------------------- USE BACI{ OF SHEET Contract No. CAG-22-012 * If wood, state kind, seasoning, and treatment. If concrete, state mix and age. lf steel, state weight per foot. ** Note any falling off in rated speed and stroke during driving. *** Jetting, cause and duration of delays in driving, boulders, bark, condition of cushions, types and thickness of cushions, plumbness, twisting, banding, damage, driving s hoe, wetting of pile surface, etc. City of Renton Gene Coulon Memorial Beach Park Trestle Bridge Replacement 316200-10 28 January 2022