Loading...
HomeMy WebLinkAboutOBSERVATION RECORD--------------------------- ------------ BROWNIE COMPANIES SCANNED' Helical Pile Installation BY , LLC. i Observation Record St. Lucie cou0tv R-0-k-CYN A--M-E ---------- R-.-K-. _D_a_v_1sI_P_u_ra u-'ft' "Boa-ts ------------------------- P R__O`J_i�_N_ U_ -M-B-E-R 28-2015 PROJECT LOCATION Ft. Pierce, FL DATE OF INSTALLATION 9/2/15 PILE DESIGNATION 1 2 3 4 5 6 7 GRID LOCATION N/A N/A N/A N/A N/A� N/A N/A z FINISH FLOOR ELEVATION 0 .0 0 0 0 0 0 PLANNED TOP OF PILE N/A N/A, N/A NIA, N/A N/A N/A U.1 DEVIATION N/A N/A NIA N/A N/A N/A N/A Z 0 HORIZONTAL DEMATION N/A N/A N/A N/A N/A N/A N/A INCLINATION ANGLE 90 90 90 90 90 90 90 0 INCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A, (D z W TOTALINSTALLED N/A N/A N/A N/A N/A N/A N/A ABOVE GROUND . N/A N/A N/A N/A N/A N/A�*!__, N/A LENGTH 8- 81 8- 81 8' 8- 8. EIz M �O NUMBER OF HELICES 2 2 2 2 2 2 2 HELIX DIAMETER 10'712" 10-712" 1 10-712" 10712" 10"/12" 10'712" 1 10"M 2" z 0 LEN GTHS 6- 6- 6' 61 6' 6- 6' z UJ HELICES N /A N/A N/A N/A N/A N/A N/A CUT-OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH (FT) 8 875 950 1000 1 875 850 950 850 ---------------- 1 __ 4 ---------------- -- ----------------------------- ---------- 1 - 0 - 5 - 0 ---------- ----------------------------- ---------- 1 __ 0 - 2 - 5 - -------- ------------------------------ --------- T06 ------ - ------- --------------------- --------- ................ .. . ....... 1 .. 2 . 0 . 0 -- - — - - - - -- - ----------------- --------- 1 __ 1 . 0 - 0 --------- ---------------------------- ---------- 1 .. 5 . 0 - 0 ------ - ------------------­- - ----- .................................. ............. .............. ............ ................ .............. ....... .. . . .......... ----------------- ---------------------------- ........................ . . ......... . ........ ........ W ---------------- ------------- ------------ . .......... ------------ - ----------- ---- - ------- -------- -------- ------ ------ - ---- -- -- ------- --- ---------------- - ----- ----------------­---- -- - 2 *1111-11----* ------- I,--,'-,-, ­­­-­-­,*,­-,, ­,*,­-­------­,, I'll----, ---- - ----- - --- ----- -- -- --- --- ---- --- -- - ------- .. .. ............ * - - - ---------------------- ---- W ......... ..... ----------- - ---- ------ - ----- . .......... .............. ....... . .... ......... -------- --- --- - --- - -- --------- - --- -- ----- -- - ------ --- .. ...................... -- ----------------- ------- -- --- ----- -- ------ ----- -- - ---- - ------ ------ --- - --- - - ----- ----- ---- -- - - - --- -- --------- ------ - -- - *"*----* ... .......... ** -------------- -- - --------- -- -- --- -- - -- -- -- -- ----- ------- ...... ------ -- - ------------------------ ---------------------------- -- ----------------------------- ---------------------- ------ ---------­-------- --------- ----------- - ---- - - - -- - ............... ----------- ----- - --------­------------ --------------­------------ ----------------------------- ----------------------------- ---------------------------- ---------------------------- Z 0, REQUIREDTORQUE 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15,KIPS R FINALTORQUE 17.6 KIPS 17.2 KIPS 20.1 KIPS 22.7 KIPS 20.1 KIPS 18.5 KIPS 25.2 KIPS OTHER NIA N/A, N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/k N/A N/A 0 REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER MAGNUM PIERING INSTALLATION CONTRACTOR Brownie Co. INSTALLATION EQUIPMENT 12K-PRO-DIG HYDRAULIC DRIVE HEAD METHOD OF TORQUE MEASUREMENT IN -LINE PRESSURE RELIEF FIELD REPRESENTATIVE Jamison Brownie REVIEWER T40 .f.4 REISUBM5 evoNED r VtEsLvamff N TAXE t3 00 140 .)(CEP'TIO 101`� AS 1`40TED V.tEviswE S�PECIFIF-1) I-CEM esign SUBMIT ,hh the d - Cnvl for genolai COOJOTMOnCe ."formation ,d COM91janee lNiththe hoWn il PwASW is Proiect "Ceuments. action S ilicatiol". i"'ant CA 0a d 13" and Spec he contract nts of the P . ons which �e qww In t tequireme , for dima.ns' processes, Su cl to I a onsi labricatto Oto, is res d at the I,bsltc, Of ail orv, Wlh coordinate Ordination accordance conli on, " Oerfor-ffiao" elory a of ni the ra S an a do Marts' sea norl RECEIVEID SEP / g 2015 ., . . I : r ------------------------------------------------------------------------------ BROWNIE COMPANIES Helical Pile Installation LLC. Observation Record PROJECT NAME R.K. Davis/ Pumult Boats PROJECT NUMBER 28-2015 PROJECT LOCATION Ft Pierce, FL DATE OF INSTALLATION 9/2/15 PILE DESIGNATION 8 9 10 11 12 13 14 GRID LOCATION N/A N/A N/A N/A N/A N/A NIA z FINISH FL60R SLEVATION 0 0 0 0 0 10 PLANNED TOP OF PILE N/A N/A N/A N/A N/A N/A N/A w DEVIATION N/A NIA N/A N/A N/A N/A N/A z HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A 0 - INCLINATION ANGLE 90 90 90 90 90 90 90 0 INCLINATION DEVIATION N/A N/A N/A N/A N/A N/A N/A REQUIRED N/A N/A N/A N/A N/A N/,�L N/A -MINIMUM Z TOTALINSTALLED N/A N/A N/A N/A' N/A N/A N/A ABOVE GROUND N/A N/A N/A N/A N/A N/A N/A LENGTH 81 81 8' 8' 81 8. 8. M NUMBER OF HELICES 2 2 2 2 2 2 2 ,0 w HELIX DIAMETER 10'712" 10'712" 10'712". 10"/12" 10'712" 10'712" 10"/12" U) z 0 LENGTHS 6' 61 6- 6' 6' 6' 61 z w HELICES N/A N/A N/A N/A N/A N/A N/A - CUT -OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH (FT) 8 775 700 950 900 900 950 950 ------ --------- i� -------------- --- --- --------------- - ---- - --- ......... . ...................... -- ---------- i�ijd -------- ---------------- ------------ -------- f6-29 --------- ----------------------------- --------- i-696 -------- --------------- - ------- --- ........ i.666 . . ..... ........................ ......... U66 -------- ---------------------------- ---------- ii-66 ......... ----------------------------- ---------------------- ----------- ---------------------------- ----------- - -- ------------- ------------------ ------ --.- ---------- -- -- - - - - ------- ------------- ---------------------------- ----------------------------- --- ---- -------- -- -- -- -- -- -- -- -- -- - -- --- --- ----- ------ -------- -- --- --------- ------ ----------- * ------ - --- ...... * ............ --- -- -- ----- --- ----- --- - ------ ------------- ------- -------- -- --- -- -- -- --- -- -- --- - ------ --- ---- ------------- - ------ -- ----- ----- -------- --- - - - -------------- - -- ---- - ---- -- - ------------- ----- -- -- --- ----------- ----- ------ ------------- ---------- ------ -- ----- --- -- -- ----- ----- -- --- --- ------------ -------------- ----- -- -- --- --- - ----- --- ------- ------ - - -------- - --------------- ----- ----- ---------------- ------------- - ----- ----- . . . ....................... .......................... .................. ....... ........................... .......... - - ------ - ---- ----------------------------- -------------- - --- . .. ... . . .................. . ..... ---------- . ....... ......... . .... . .. .............. .. . .. . ............ ...... ..... - ... . ........ - ----------- - --------------------- -- - - -------------------------- ------------ - --------------- ----- - ---------------------- ----------------------------- ----------------------------- --- - ------ - - - --- . .... .......... . - ........ ................ - ------ -------- --- --- z 2 < REQUIREDTORQUE 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS tz w Z I FINALTORQUE 22.7 kips 20.1 KIPS 17.2 KIPS 17.6 KIPS 16.8 KIPS I - 20.1 KIPS - - 18.5 KIPS OTHER N/A NIA N/A N/A N/A NIA N/A PLANNED T YPE N/A NIA N/A N/A N/A N/A 0 i2 REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A M= UR ED PE TION N/A N/A N/A N/A N/A N/A PILE MANUFACTURER MAGNUM PIERING INSTALLATION EQUIPMENT METHOD OF TORQUE MEASUREMENT FIELD REPRESENTATIVE Jamison INSTALLATION CONTRACTOR Brownie Co. REVIEWER r ------------------------------------------ -------- -------------------- : BROWNIE COMPANIES Helical Pile Installation LLC. : Observation Record ---------------------------------------------------------------------------- F�OJECT NAME R.K. Davisl Pursuft Boats PROJECT NUMBER 28-2015 PROJECT LOCATION 1 Ft Pierce, FL DATE OF INSTALLATION 9/2/15 PILE DESIGNATION 15 16 17 18 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A z FINISH FLOOR ELEVATION 0 0 0 0 0 0 0 PLANNED TOP OF PILE NIA N/A N/A N/A N/A N/A N/A w DEVIATION N/A NIA N/A N/A NIA N/A N/A z HORIZONTAL DEVIATION �N/A N/A N/A N/A N/A N/A N/A 0 INCLINATION ANGLE 90 90 90 1 90 90 90 90 0 — INCLINATION DEVIATION N/A N/A N/A N/A N/A NIA N/A REQUIRED MINIMUM N/A N/A N/A N/A NIA N/A N/A 0 z W TOTAL INSTALLED N/A N/A N/A N/A N/A N/A N/A ABOVE GROUND N/A N/A N/A N/A N/A N/A N/A LENGTH 81 81 81 81 1 M NUMBER OF HELICES 2 2 2 2 '0 HELIX DIAMETER 10"/12" 10'712" 10'712" 10"/12" z 0 LENGTHS 6. 6. 61 61 Fn z w HELICES N/A N/A N/A N/A N/A N/A N/A CUT-OFF LENGTH N/A N/A N/A N/A N 1 N/A DEPTH (FT) 925 850 900 850 -8 ---- -- ----- .... 6�6* ------- -- ------- -§f� - - -- - -- --------- ----------------- --- -- --- - ----------- - ---- -- ------------- ---- z----- - --------- - -- - ---------- ----------------------------------- -- - -- - -------------- ---------------------------- ------------ - ----------- ----------------------------- ------- - - - ------------- ----------------------------- - ----- - ---------- - ------- ---------------------------- ------ -- ------ ---------- ---------------------------- ------ -------- ----- --- ------------------------ - --- --- - - -- - --- ---------- ----------------------------- - - ------ ----- -- -- - - -- -- ----------------------- ---- ----- ------- ------- -- ------ ---------- -- -- -- ---- ----- -- -- ------ --- - - ------------ -- -- -- ---------------- -- -- ----- -------------------------- ------ -- -- ------ -- ----- I -- ---- ------ 111*11-1 ---- ---- ---- I -- ---------------- I-- ----- ---------- -- ----- ------ --- -- -- ------ - --- ------ ------ -- - -- -- ------ ------ ----- -- -- ------------------- ----- ------------- --------- ---------- ----------------------- --- ------- -------------------- ------- ---------- -- - --- --- - ---- - -- -- ----- --- ------------ ----- --- -- ------ - --- ----- -- -- ------- - -------- ------ ----- --- ----- ------- ---------- - -- -------- ---------- - -- -------- --- ------ - ---------- ----- -- ------- ------ ---- * -------- ------ --------- --- * - - --------- ................ *,*--*--,-,* ---------------- - --------- - ------ - ---------------- ---------------------------------- -- -------------------------- ---------------------------- ----------------------------- ------------------------ --- ------ ------------------ - -- --- ---------------------- - ---- ----------- ------------ ...................... .... ---------- - . ............. .......... . .............. ...... .... ............ .. ... . . . .. . .......... . .. . ---------------------------- ----- --------------------- z 0 REQUIRED TORQUE 15 KIPS 15 KIPS 15 KIPS 15 KIPS- Z W FINALTORQUE 16.8 KIPS 16 KIPS 16 KIPS 15.5 KIPS OTHER N/A NIA N/A N/A N/A N/A N/A PLANNED TYPE N/A N/ N/A N/A N/A N/A N/A 0 D�3 REQUIRED PENETRAnON N/A N/A N/A N/A N/A I N/A N/A MEASURED PENETRATION N/A N/A N/A N/A N/A N/A N/A PILE MANUFACTURER MAGNUM PIERING INSTALLATION CONTRACTOR Bromie Co. INSTALLATION EQUIPMENT 12K-PRO-DIG HYDRAULIC DRIVE HEAD METHOD OF TORQUE MEASUREMENT IN-UNE PRESSURE RELIEF FIELD REPRESENTATIVE Jamison Brownie REVIEWER ------------------------------------------------ BROWNIE COMPANIES Helical Pile Installation LLC. Observation Record __j R-65-E-C-T-14- A--M-E ---------- R._K_._D_a_v_1s_1_P_u_m_u_h_ -B-o-a-ts ------------------------- PR__0_J­E`C_T_N U__MBER 28-2015 PROJECT LOCATION Ft. Pierce, FL DATE OF INSTALLATION 9/2115 PILE DESIGNATION 1 2 3 4 5 6 7 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A z 2 FINISH FLOOR ELEVATION - 0 0 0 0 0 0 0 PLANNED TOP OF PILE N/A N/A N/A N/A _N/A N/A - N/A LU DEVIATION N/A N/A N/A N/A N/A N/A N/A z HORIZONTAL DEVIATION N/A NIA N/A N/A N/A N/A N/A 0 INCLINATIONANGLE 90 90 90 90 90 90 90 0 INCLINATION DEVIATION N/A NIA N/A N/A N/A N/A N/A REQUIRED MINIMUM N/A N/A N/A N/A N/A N/A N/A z TOTAL INSTALLED N/A NIA N/A N/A N/A N/A N/A LU ABOVE GROUND N/A N/A N/A N/A N/A N/A N/A LENGTH 8' 81 1 8. 8' 81 81 8. NUMBER OF HELICES 2 2 2 2 2 2 2 HELIX DIAMETER 1 10712" 10"112" 10'712" 10"/12" 10"/12"- 10-712" 10-712" z 0 LENGTHS 6' 6. 6' 61 f 6' z LU HELICES N/A N/A N/A N/A N/A, N/A N/A CUT-OFF LENGTH N/A N/A N/A I N/A N/A N/A N/A DEPTHI(FT) 8 875 950 1000 875 850 950 850 ------ i�'* ........ * --- - -------_---- - --------------- ------ Tam -------- ---------- - -- -- --- ------ -1-09 - ----- ----- ---- ----- - --- -- -- -- Tfoo -- ----- - --- -- ------------------ ------- 1wo -------- -- -- --- - ----- ------ -- --- ----- i*�66 - ------ ----------------------- -- ------ -- 1166 ---- -- - -- -- --------- i�du ---------- - ------- - --- ------------- - -------------------- ----------------------------- -------------------- -------- - ------------- --------- ------------------- - - ---- ----- - ------------ -------- ---------- . .......... - -- -- -------- ----- -- ----- ------------------ -- - ---- -- -- ----- -- --- -- --------- ----------- --- ------- * ---- - ----- ------- ----- -- -- -------- - -- --------- ----- ----- --- ---------------------- * ---- --­--------- -- -- ---- - - ---------- I'll --- -- ------ ----------- --- ---- - -------- ----------- --------- ------------ ---- ---------- --------- -- -- --------- --------- ....... ** - -------- . . .......... . ....... .......... . ..... .. . .. . .............. .......... -------- --- -- ------------------ - - _ - -- ----------------------- - -- - ---------- ------------------ ------------------------- - -- -- __ - ----------------- ------ ------- -------------- ----- ---------- -- - --------- _-------------------------- ........... _ ... . ........ ---------------------------- - -------------------------------- . ............. . ............ ----------------------------------- ---------------------------- ........................... ---------------------------- ---------------------------- ... ........................ --------------------------- ................. ......... ----------------- - ---------- .................. ...... ................... . .... . .......................... . ..... . ...................... ........... .............. ............ ............ . . .. I ---­-------------------- ------ --------------------- z 0 REQUIRED TORQUE 15 KIPS AS KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS Z. FINALTORQUE 17.6 KIPS, 17.2 KIPS 20.1 KIPS 22.7 KIPS 20.1 KIPS 18.5 KIPS 25.2 KIPS OTHER N/A" N/A N/A N/A N/A N/A N/A PLANNEDTYPr N/A NIA N/A N/A N/A N/A N/A i2 REQUIRED PENETRATION NIA N/A NIA N/A N/A NIA N/A MEASURED P ENFTRATION N/A NIA N/A N/A N/A' N/A N/A PILE MANUFACTURER MAGNUM PIERING INSTALLATION CONTRACTOR Brownie Co. INSTALLATION EQUIPMENT— 12K-PRO-DIG HYDRAULIC DRIVE HEAD METHOD OF TORQUE MEASUREMENT IN -LINE PRESSURE RELIEF FIELD REPRESENTATIVE Jamison Brownie REVIEWER . 11� WED, NO 0 REJECTED EXCEPTIONS TAKEN [3 RESUBMIT 0 REVIEWED AS NOTED ODONOTRESUSM� [3 SUBMIT SPECIFIED ITEM revievv is only for general conformance with the design iattant of tha project and compliance with the information &cq In the contract documents. Any action sWein ia subject to the requirements of the plans and specifications. Contractor is responsible for dimensions which shell be confirmed and coordinated at the jobsite, fabrication processes, techniques of construction, coordination of all work whb othe- trades and the satisfactory performance i . n ccordance wiib,h o a Vocuments. Y M.L. Engineering, Inc. Consulting Engineer Vvro Beach, Florldh RECEIV=D SEP .16 ------------ - --------------- -- ---------------- -------- --- ------------ BROWNIE COMPANIES Helical Pile Installation LLC. Observation Record R-O-J-E-C-T-N A--M-E ---------- R-.-K-. -D-a-v-is`1-P-u-r-s a ft- -B-o-a-ts-i ------------------------ P R--0-J-E-C-T-N U--M-B-ER 28-2015 PROJECT LOCATION FL Pierce, FL DATE OF INSTALLATION 912115 PILE DESIGNATION 8 9 10 11 12 13 14 GRID LOCATION N/A N/A N/A N/A N/A N/A N/A z FINISH FLOOR ELEVATION 0 0 0 0 0 0 0 PL4,NNED TOP OF PILE NiA N/A N/A N/A N/A N/A N/A' I-L! DEVIATION N/A N/A NIA N/A N/A N/A N/A z HORIZONTAL DEVIATION N/A N/A N/A N/A N/A N/A N/A 0 (01 INCLINATION ANGLE 90 90 90 90 90 90 90 0 INCLINATION DEVIATION N/A NIA N/A N/A N/A N/A N/A REQUIRED MINIMUM N/A NIA NIA NIA N/A N/A N/A TOTALINSTALLED N/A NIA N/A N/A N/A NIA N/A LU A130VF GROUND NIA NIA N/A N/A N/A N/A N/A LENGTH 81 8, 8' 8' 8- 8' 8. 0 NUMBER OF HELICES 2 2 2 2 2 2 2 1 10'712" 10'712" 10'712" 10'712" 10-712" 10-712" 10"/12" z 0 LENGTHS 6' 6' 6' 6' 6' 6' 6' z W HELICES N/A N/A N/A' N/A N/A NIA N/A CUT-OFF LENGTH N/A N/A N/A N/A N/A N/A N/A DEPTH(FT) 8 776 700 950 900 900 950 950 ----------- - - - j� ---- ---- ---- ------ ---- ------------------- --------- fa8b --- --- ----------------------- ------- i�oo ------ ----------- - -- - ---- ---- *­1,62��­-, ----------------------- -- - * ........ j-d�-d ---- -- ------------ --------- -- j-66d -- -- - ---- -- ------ ---------- - --------- -------- ---------- - ------- jj-6-6 ---------- -- - ----- -- -- ----------------------------------- ----------------------------- -------- -------------------- ----------------------------- ------------------------ --- ..................... . ..... ---------------------------- ------------------------- - - -- ------------------ -- --- -- ----- ---------------------- ---------------------- - ---- -- ---------- - --- - - - ------ ------------------ - - - -- -- ------- ------------------ ------------------------ --- ---- . .......... . ... ..... -------- ------------------------ - --- ...... ........ . .... . .... .. .. . .......... . - ------ ------------------- - -------- ----------------------------- ----------------------- . . . .. . ...................... .......................... .... . ....... ............... ........... . .............. ............. . ...... . ...... ............ -------- ------- ----------------------------- ------------------- - -- - -- - ----- - --------------------- * ............ * ---------- --- --- -------- ------- -- --- ------ --- - ------ - - ---------- ------------ ----------------------------------- ----------------------------------- ------ - ----------- - ------- ------ - ------------------- ---------------------------- ------------------- ----- - ---------------------------- ---------------- - - - ------- - -- -------- ------------- ---------------------------- ----------------------------- ----- -- ------- - -------- ------- - ----- - - - ----------- - ------ ---- - -- - ---- - ---- ------------- - -- - ---------- 7- ----------------------------- ----------------------------- --------------------- - ----- --------------------- - -- - - z REQUIRED TORQUE 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS 15 KIPS FINALTORQUE 22.7 KIPS 20.I,KIPS 17.2 KIPS 17:6 KIPS 16.8 KIPS 20.T KIPS 18.5 KIPS OTHER N/A N/A N/A N/A N/A N/A N/A PLANNED TYPE N/A N/A N/A N/A N/A N/A N/A OD REQUIRED PENETRATION I N/A N N/A NIA N/A NIA N/A 1IL1 MEASURED PENFTRATION N/A NIA N/A N/A NIA N/!A - PILE MANUFACTURER INSTALLATION EQUIPh METHOD OF TORQUE I INSTALLATION CONTRACTOR Brownie Co. FIELD REPRESENTATIVE Jamison Brownie REVIEWER : r --------------------------------------------------- ------------------------- I BROWNIE COMPANIES Helical Pile Installation LLC. Observation Record R-O-J-E-C-T-N A--M-E ---------- R-.-K-. -Da-v-1sI-P-u-m- u- d- -B-o-a-ts ------------------------ P- R--0-J-E-C-T-N U—M-8 ER 28-201& PROJECT LOCATION Ft. Pierce, FL DATE OF INSTALLATION 9/2/15 PILEDESIGNATION 15 16 17 18 GRID LOCATION N/A N/A N/A N/A N/A NIA N/A Z FINISH FLOOR ELEVATION 0 0 0 0, 0 -0 0 ,2 w PLANNED TOP OF PILE N/A WX UK N/A' N/A 'N /A N/A :_w DEMATION N/A N/A N/A N/A N/A NIA N/A z 0 HORIZONTAL DEMATION N/A N/A N/A N/A N/A N/A N/A E co INCLINATION ANGLE 90 90 90 90 90 90 90 0 INCLINATION DEWATION N/A N/A N/A N/A N/A N/A N/A REQUIRED MINIMUM N/A N/A 1,N/A N/A, N/A N/A N/ALI z ,w TOTALINSTALLED N/A NIA N/A N/A N/A N/A N/A ABOVE GROUND N/A N/A �,N , /A N/A N/A N/A LENGTH 8. 81 8' 81 NUMBER OF HELICES 2 2 2 2 �O 10"/12" 10712" 10712" -10'712" 0 � LENGTHS' I 6- 6', 6' 6- I . 05 z -- '- - HELICES - I N/A N/A - 1 -1 N/A, — . - - - N/A - - - —- N/A N/A N/A CUT-OFF LENGTH N/A I N/A N/A N/A N/A N/A N/A, DEPTH(FT) i 8 925 850 900 850 ----- - ------------------- ------- 14- -------------- j ------ - ------ 1000 ------ - - - ------- ------ 950 ----------------------------- 950 ---------------------------- 925 ------------------- --------- ----------------------------- ----------------------------- z--- --------------- -------------- ------------------------------- - - -- --- -- - -- --- ----- - - -------------------------- ------ -- - — --------- ----------------------------- ----- - - ; -------------------- ------------------------- - - ---------------------------- ----------------------------- ---- - ----------------------------- ----------------------------- --- --------------------- ** - - ---------------- - -- --- -- --- ------------- -------- ---- -- --- --------- ------ ................ - ---- -------------- - ----- ---- -- - -- ------ - --- --- --------- - - - ---- - -- - -- - ---------------------------- ---------------------------- --- ------------ ------------ - - ------- ------ ------ - - -------- -- ----- --- ----------------------- ---------------- ------------- - --- -- ---- — ------ ----------------------------- ----- ----------------------- ------------ - --------------- - - -------- - ----- -- - ----- ------ ----------- --- — --------------------------- 0 ------------ ----- ---- --- ------ -------- ---- ----- - ----- -- --------- * ---- - ---- -- ----- ------ -- --------- ---- --- -- ----- ---------- -- ----- --------- -- -- -- --- --------------- --- --- --- ------------- -------- ------ - -- -- -- --- --- ------ ---------------------------------- -------- ------------ ----- ------------ - -- - ---- - ---- ---- -- ----------- - - -- - ----- - ------- ------------ ----------------------------- ---------------------------- ----------------------------- ----------------------------- ----------------------------- ---------------------------- ----------------------------- - -- ----- --------- -- ---- ---------------------------- ---- - ------------------ -- z 10� REQUIREDTORQUE 15 KIPS 15 KIPS 15 KIPS 15 KIPS FINALTORQUE 16.8 KIPS 1&KIPS 16 KIPS 15.5 KIPS OTHER N/A N/A N/A N/A, N/A N/A N�A PLANNED TYPE N/A NIA N/A N/A N/A N/A N/A 0 REQUIRED PENETRATION N/A N/A N/A N/A N/A N/A N/A PMEASURED ENErRAMON NIA N/A N/A N/A NIA N/A N/A PILE MANUFACTURER MAGNUM PIERING INSTALLAT INSTALLATION EQUIPMENT 12K-PRO-DIC HYDRAULIC DRIVE HEAD METHOD OF TORQUE MEASURIfM­ENT IN -LINE PRESSURE RELIEF FIELD REPRESENTATIVE Jamison Brownie REVIEWER CONTRACTOR Brownie Co.