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HomeMy WebLinkAbout1980-12-02 Test Pile ReportATLAS PILE DRIVING CO. T E S T P I L E R E C O R D Date 12-2-80 Foreman H. Kaufmann Customer Rebers Const. Project Kingman Residence, Lake Minnetonka, Orono, Mn. Test Pile No. & Location T.P. #2, Pile #40 Total Pile Length 60 ft. Type of Pile___ Treated Timber Effective Length Type of Pile Hammer Vulcan #1 Job No. 822 Remarki. Pile Depth (ft) Blow@ Per Foot Pile Depth (ft) Blows Per Foot Pile Depth (ft) Blows Per Foot Pile Depth (ft) Blows Per Foot 0-1 25-26 4 50-51 12 75-76 1-2 26-27 5 51-52 is 76-77 2-3 27-28 4 52•-53 77-78 3-4 28-29 4 53-54 1 78-79 4-5 29-30 4 54-55 6 79-W 5-6 30-31 4 55-56 17 8o-81 6-7 31-32 4 56-57 is 81-82 7-8 32-33 5 57-58 is =2-83 8-9 33-34 4 58-59 22 83-84 9-10 34-35 4 59-6o 8945 10-11 3 35-36 4 6o-61 85-86 11-12 2 36-37 5 61-62 86-87 12-13 37-38 5 62-63 87-88 13-14 3 38-39 5 63-64 88-8, 14-15 2 39-40 6 64-65 A9-gU 15-16 2 4o-41 7� 65-66 t 90-91 16-17 2 41-42 a 66-67 91-92 17-18 3 42-43 67-68 92-93 18-19 2 43-44 10 68-69 93-94 19-20 44-45 11 69-70 94-95 20-21 2 45-46 _ 11 70-71 95-96 21-22 46-47 11 71-72 96-97 22-23 47-48 12 72-73 97-98 23-24 4 48-49 12 73-74 98-99 _ 24-25 4 49-5o 12 74-75 j 99-100 ATLAS PILE DRIVING CO. T E S T P I L E R E C O R D Date 12-1-80 Foreman H. Kaufmann Customer Rebers Const, ProjectKingman Residence, bake Minnetonka. Orono. Mn Test Pile No. & Location T.P. #1, Pile #10 Total Pile Length 60 ft. Type of Pile Treated Timber Effective Length Type of Pile Hammer Vulcan #1 Job No. 8_2:2 Remarks. Pile Depth (ft) Blows Per Foot Pile Depth (ft) Blows Per Foot Pile Depth (ft) Blows Per Foot pile Depth (ft) Blows Per Foot 0-1 25-26 5 50-51 17 75-76 1-2 26-27 4 51-52 22 76-77 2-3 27-28 S 52-53 21 77-76 3-4 28-29 S 53-54 21 78-79 _ 4-5 29-30 5 54-55 24 79-80 5-6 30-31 6 55-56 23 80-81 6-7 31-32 6 56-57 22 81-82 7-8 32-33 37-0 58-59 2S 2S 82-83 83-84 8-9 33-34 17 7 9-10 34-35 s9-60 ,1 8"5 10-11 35-36 7�. 85-86 86-87 87-88 11-12 x 36-37 961-t 12-13 r 37-38 9 62-63 13-14 38-39 10 63-64 88-89 14-15 39-40 12 64-65 89-90 15-16 4o-41 11 65-66 90-91 16-17 41-42 12 66-67 91-92 17-18 42-43 1 67-68 92-93 18-19 I 43-44 16 68-69 93-94 19-20 V 44-45 15 69-7o 94-95 20-21 3 45-46 15 70-71 95-96 21-22 346-47 16 1 71-72 96-97 _ 22-23 347-48 17 72-73 97-98 _ 23-2k 48-49 19 73-74 q, -99 24-25 5 49-50 20 I �4-75 99-100 ATLAS PILE DRIVING CO. Pile Report Foreman— H. KaUSIDE.2iTi _ _Begin Project (Date) 12-1-80 —Finish Proj. (Date) 12-3-80 — Location of Proj. Co. _Rd. 1 & Ferndale. Oruno. Kim. _Customer__ Rebers Const. --- -_ No. of Test Piles 2 -- --Total Piling, Including Tests_ --- __3--__— — Energy Rating: Type of Piling 2rea ed-'�iIDber-_ _---Type of Hommer__#1 (Ft. Lbs.) 15,000 This form below may be ornitted if an accurate log in field book is kept. ILLw one ei thr..l M— M A...�1 FILE - COUNT --- LENGTH -- CUT-OFF - BLOWS PER FOOT --- PILE — COUNT --- LENGTH CUT-OFF BLOWS PER FOOT 1._ 2 55 1.1 0.5 22 20 _- 1 2 65 65 2 0.3 2 2 ---- - 0 8 24 33 1.2 2 55 0 21 65 2 2 20 Re-taRAjd no mo e 65 _1 1-4 22 L _6 1.2 24— _ _ I — _% _65 , - — -- 2 22 CIA 17.2.5Re-tapd of mo e 9 SS 0.8 2 5 F^' -tam 2,1 22 _ - -5 - - - - _ _41 65 1.1i 2 ' - �, ?2 —13 ! _ 22 22--..-- - - Q��- -1 21 - - -- --- -- - -17 - 23 — — - - --- -18 _�0-1 0 5 1, 3 03 22_ 22`_-- 2n- - --- - - - - -. - - - - --- - --- - An __19 --ZQ- - - j24-- - 22- - -2 -_ i 1.0_ --24 ,6 - - _0- 8 -- -Z3-- 1.6 2�-- 2.2 23 - I- 1. 6 Ae- e4v s- d 1.2 Z1--- - _ . - _ fi � — - -- -; --- -- -- --- - - -- -- - - -- 2 _ �_.._ - b5-- d _Mt �4Y -- -- _2�s - - -- - — - - - - -- --- Attach th - ,;ndatson pear or sketch showing piling layout rnuuding test pile data, it ary give to the bookkeeper at the con, 'jQr ach job. S p1�p V`" - - ►o ,_Y3� 55314 ATLAS PILE DRIVING CO. Rogers M to MH]SSAGG. Rebers Construction Co. 3525 Webster Ave . Minneapolis, Minn. 55416 Re: Piledriving Log Kingman Residence Lake Minnetonka . 1/29/81 one Enclosed are tmx copies of the piledriving r ords Qor the above mentioned project, including pile layout plan, teat pile data, soil borings and site location map. Bearing values, an shown, are based on the " neering News Record Formula". However, due consideration also given to achieving adequate penetration into bearing ta, and "set-up" or "freeze" after initial driving. (See "Test-Pil data.) 'lhi original records will be kept in our file copies are available upon request. Toms truly, Arles PILEDRITIM Co. cc Cif o arc� , F, and additional S1Clp.E C, :4117.1-. x,b.SOS.Oow,.,,. _