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AOW Ak Ak .k 4m Aft .w ARk .ftk Alk AM Ak Ak .w w w .a } { ow JV Ok OF e e < oft Ook oft 9 o Iw Abp Ak .MA #w *W AM AM Aak Aw A^ wk Am Aft AM AM A% Alk ww .®► wk Am •wt Ak wA Am Aft .lft po Olk Ook Ook Oft " 5 Sump 1 — Ok Ok rr % a1' YI L P ma x Oft N O� O Oft ONA A A^ AOft oft OVA r >J i ' i t' , a t tI � $ r y =Xti� } � t } �aF L(2 b-Z Aft Aft Alk Aft Oft Alk Alk AW* u4 iL MW Ook Oft Oak Am Ak AVA m .% .w .w Aft ;.a 6. wi WAS i 0^ ,R► Oft Oak Ak Ak oft Aft Aft Olk 000 Alb oft oft P N ook a OOK .ww Ak N `2 •�M1 t w i LLL wR Oft of Oft AN Oak Ook Oft oft OW*. a Ak Ak Aft } � I itf` �tgL PYY.fgi' if Al" tpr�r �d{ ai K a /tt ay 1011 �t' dia {f tf i 4a y Agt`i t i{. i C Y A u �1 I y . ��23 IV .r, Alk AWA Alk Am A AWA AOk Aft Aft Ak •w, Aft Ak w .w ,w •k .w Am AMW Aft Aw Aft A% Aft AM Alk Ak Am wl, AOW Alk Am 2020 Engineering, LLC 13 Crescent St. Natick, MA 01760 P: 508.259.0925 F: 508.319.3132 CONSTRUCTION FIELD REPORT Date: December 21,2007 Project Name: Daily Hampshire Gazette,Northampton,MA Date of Field Survey: December 21, 2007 Aft Performed By: M.McCarthy(2020) Oft oft ow Distribution: Dario Designs,File o ow This report was prepared by 2020 Engineering for the purpose of recording items observed in a field walk-through. In general, installation of electrical equipment is good and is in accordance with project documents. The following items were observed: Project status: 1. Much of the rough in for the plate making room is completed(circuits are run overhead etc.). 2. The new panel enclosures are in place, and circuits are piped and run back to them. No breakers or other panel "guts" are installed as yet. 3. One dry type transformer is in place in the plate making room, it is not wired up. 4. The specialty 400V transformer is not on site as of yet. : 5. The new transformer and switchgear pads are in place awaiting equipment delivery. oft 6. A brief meeting was held with the onsite electricians to discuss the specific connection logistics for the equipment in the plate making room. The revised electrical drawings indicate "ft the new scope, and while circuits have already been installed per the previous release, the new scope represents minor changes and will be installed as shown per the revision. 7. No electrical work in the press room addition has been performed. The building is not yet erected. It is anticipated that the printing press feeders will be run before the slab is poured in the next week or two. Oft Page 1 of 1 ow .w� Aft .w .�r Aft Aft Aft Aft Alk .w, Aft Aft Avk Aft Aft .w, ww Aft Alk wk .ft Aft w. Ak Awk Aft A** Alk Aft per. oft oft - Structural Engineering INSPECTIONS REPORT NO. q Special Inspections A Pro fessional Corporation PROJECf. .. . . . .. . . . .... . . JOB NO . . . . .PAGE . . . . OF.. .. .. .. —4)ATE. W —MYI-7 -r1mr: :1 Q!m OWNER. . . .. . . ... . ... .. .. ... . . .. .. .. .. .. .. . . . . . . . . .. . .. . .. .... .. PRESENT . .. . . .. . . . . .. .. .. .. .. . .. . . .. . . ...... .. .. .. .. .. AT SITE CONTRACTOR. .. . .. . ... .. . INSPECTOR--; 0' .q5 . .. . . . . . .. .. . . . .. . . . . ... . . .. . .. ..... .. .. .. .. .. .... ... . . . . .. . . .. . . .. ... . . .. . . . . .. . .. . . .. .. .. . . . . ... .... . ... ... . .. . ... .. . . .. . ... . . . .. .. .... . . . . . . . ... . .. . . ...... 0-ft INSPECTIONS PERFORMED:.. .W2AZ'ro. Ak ... .. ... .. .. ... . . . . ... .. ... .. .. .. ...... -111-elo-id-'t5 g 0)CjejeaVVl;> 59g�k&.L .. .. .. ... ... .. . .%. .. .. . . ... .. .. . . . . . .... .. . I.. .. .. .. . . .. .. . ... . . . .... . .. .. .. . .. . ... . . . ... .. .. . . . . . .. . ... . .. . . . . .. .. .. .. ..... COMMENTS/CORRECTIVE ACTION REQUIRED CHK'D BY 00% .. . .... .. . . . . . .. .. . . . ... . .. .. ....I. . . .. . . . . ... . . . . . .. . ... .. . .. . . ... . . . . . . . .. . . . . . .. .. . . . . .. . .. .. ... .. . . .. .. .. .. . .. . . . ..... . . . . . ... . . . . .. . . .. . . . . . . . . . .. . . I . . . . . . . ... .. . . . . . I. .. .. . . . . . .. .. .. .. ...... to coer."Nc CA . . . . . .. ..... ... . . C xC . ... .. . . . ... . . . . .... . . . .. . . .. . . .. . . . .. .. . .. . . .. .. .. . . . . .. . .. .. .. .. .. . . . . . . . . . .. . . .. . .. ... . .. ... . . . . . .. . .. . . .. .. . . . .. . . .. . . .... I . . . .... . .. . . . .. .. . .. ... ... .. .. .. . . . Oft- o . . . . . . ... . . . . ..I ...... .. .. .. . . . . . . . . . . .. . . .. . .. . . .. . .. . ... . . . . . .. .. . . .. . .. . . . . . .. .. . . . . . . . .. . . . . . .. . . .. . . . . . ... ... . . . Alk .. .. . . . . .. .. . . Ok o► .... .. .. . . . .. .. . . . . . .. .. .. . . .. . .. .. . . . . ... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . .I . . . .. .. . ... . . . .... .. . . .. . .. . . . . . .. .. . . . .. .. .. .. . . .. . . . .. . . .. . .. . . I . . . . . . . . . . . . . . . . . . . . .. .. . . .. . . . . . . . . . . . . . . .. . . . . ... . ... . . . .... . I ... . . . . . .. . .. .. . . . . . . . . . . . . .. .. ... . . .. . . . . . . . . . . . . .. .. . . . . . . . . I . . .. .. . . . . . . . . . .. . . . I . . . .. .. .. . . ... . .... . . .. .. . . . . . . .. . . FIELD COPY FAX COPY.` .-. "0.*1A.A"P. . . . .. . ...... . . . . . . . ... . . . .... . ... . .. .. . .. . . . SIGNED. Oft 2125 McComas Way Virginia Beach,VA 757.427.1020 tel Suite 103 23456 757.427.5919 fax ■ Restructuring the Norm AM, Aft Ak Ak Aft .n► Aft Alk w� w AWA Ark Aft wf. AK AMA �w AM ••w ok �-Pk 010k LIS mu� Structural Engineering INSPECTIONS REPORT NO. -RANCISI oft !I& F Special Inspections A Professional corporation 10k PROJECT. l t . ...... . .. .. . . .. .. . . . . . .. .. . . JOB NO 0)-093 . . . .PAGE .. .\.. ...OF./.. .. ... . .... . . . .. .. .. . . ... . . .. ... ... .. .. . . . . .. . .. .. .. .... ... . .. .. . . .. . .. . . .. . .. DATE .9 . . .. . .... low OWNER. .. . . . . .... .. . .... .. . . . .. .. .. ...... ... . . . ... .. . .. . . .. . . .. PRESENT . .. . . . .. .. . . .. . .. .. .. . . .... . . .. ..... . . .. . . . . .. AT SITE oft CONTRACTOR. . . . .... .. .. . . . . . . . .. .. .. .. . .... . . . .. . . .. .. . . . .. . . . . .. . . . .. . . . . ... .... . . . .. . . .. l I 00k INSPECTOR..ZbE.YN,�WXX*1�7... .... ... . . . .. . . . ... . ... . .. . . .. . .. . . .. .. .. . . .. . . . .. .... . .. .. .. ... . . . . . ... . INSPECTIONS PERFORMED:. . ...... . . . . . .. . .... .. ... ...... . . . . . . . . . . ow . . .. . .. . .. .... . ... .. .. .. . .. .. . .. . .. . . . .... . . .. . . . . . . . . . . . . . . . . . . .... ... . .. . . .... . . . .. . . .. . . . . .. . .. .... . ... . .... .. . . . . .. . . . . . . . . . . .. .... . ... .. . . ... .. .I . . . . .... ...... ... .. . . . .. . . .. . . .. . . . .... ... ... .. I. . . . . . .. . . ... . . . .. .. . .. .. .. . . ..... . . . . . . . . . . COMMENTS/CORRECTIVE ACTION REQUIRED CHK'D BY ... .. .. . . . . .. . . ... .. .. . . . . . ... . ..... .. ..... ... .. .. .. . . .. . .. .. .. . . .. . .. . .. . .. .. . .. . . . . . . . . .. .. . . .. .. .. .. .... . . . . . . ... . .. .. .. . . .. .. . . . . . . . ... C. . .qx • cz> •. . .. .. .. .. .. . . . . . . . . .. .. . . . . .... . . .. ... . .. .. . .. .. ... . .. . . . .. .. .. . . . . . .. .. ... .. .. .... . .. . .. .. .. . . .. . .. .. .. . . .. . .. . . . . . . ... . . . . . . . . . . .. . . .. . . .. .... ..... . . . . . . . . . .... .. .. ... . . . ... . . . . . . . . . . . . .. . . . . . . .. . . . oft e- �).)p P046-!�� I .... . . . . . . . . .. .. . . . . ... . . . . . .. . 16CZ,.. .. . . . . .. .. . . . . .. . .. . . . . . . . .... . . . .. . . .. . oft .. . . . . . . . . . .. . . . . . . .. .. . . .. . . .. . . . . .. .. .. . . . . . . . .. . ... . . . . . . . .. .. .. . . . . . .. .. . . .. . . .. . . . . . . . . . .. .. . . . . .... . . . . .. . . . ok .. . . . . ... . ... . .. .. . . .. .. . . .. . . . . .. . .. .. . . . . .. . . . . . .. . . .. . . . . . .. . . .. .. . . . . . .. .. . . .. . . . . . . . . . . . .. .. .. . .. . .. .. . . . . .. Oft .. . . . . . . . .... .. . .. .. .. .. . . . . . . . . .. . . . . . .. .. .. . . . . . .. . ... . . .... . . . . ... . . . 00b . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. .. . . .. . . . . . . . . . Oft ... .. . . . . . .. . . . . . . . . .. . . FIELDCOPY. .. .. . .. . . . . .. . .. . .. .. .. . . . . . . . .. .. .. .. . . . . . .. . . . .... . ... .... .. . .. .. . . . . .. .. . . . . . . . .. .. .... . . OwFAX COPY. .. . . . .. .. . . . . .. .. .. . .. . . ... ... . .. . .. . ... SIGNED(. . . . . . .. .. ..... . .. . . .. . . . 2125 McComas Way Virginia Beach,VA 757.427.1020 tel oft Suite 103 23456 757.427.5919 fax ■ Restructuring the Norm .% Aft 4w„ AWA ,uR .w web Aft .w A4 Am AK Aft 4w AW Ab ww Alk Aft 0-k 01h Rv M a Structural Engineering INSPECTIONS REPORT NO. ■ I& FRANCIS"I Special Inspections A Professional Corporation PROJECT7P4!n,Wf-wQ5\\\4-C .. .. . . . . .. . .. JOB NO .. . . . .PAGE . . . . ...OF.I.. .... .. . .. . .. . . . .. .. .. .. . .. .... .. .. . . . . .. .. . .. .. .. ...... OWNER. . . .. ...... .. . .. .. .. . .. .. . . .. ..... . .. . .. .... . . .. . .. . .. .. . PRESENT CONTRACTOR. . .. ...... . . .. ... . .. . . . . .... . . . . . . .... . ... .. . . . . .. . AT SITE INTECTOR. . .. . .. . .. . . ... . . .... . . ... .. .. .. . . . .. ... . . . . .. . . . ..... . .. . . . . .. .. .... .. . . .. . . .. . . . .. .. .. .. ... .. .. .... .. . .. .. ... .... . .... .. INSPECTIONS PERFORMED:..CQfn�'-WCIZ940t4n` '�?CLC 55 V') . . . .. . . .. . . . .. b. .. . .. . .. . .. .. ...... . . . .. .. . .... . ... . . .. .. . ... ..I .... .. .. ... . ... . . .... . .. . . ..... . . .. . . . . .. .. .... . . . .. . . .. .. . . . . . .. .. . . . . . . . ...... . . . ..... .. . . .. . . . . . .. . .. .. . . . ... . . . . . . .. . ... .. . ... . . . . . . ... .. ... . . . . . . .. .... . . . . . .. . . . . .. .... .. ... . . . . . .. ... . . . . .. .. . .. . . . . . . . .. .. .. COMMENTS/CORRECTIVE ACTION REQUIRED CHK'D BY ... .. .. . . . . . . .. .. ... ... .. . . . .. .... .. . .. . . . ... .. .. . .. . .. . .. .. .. .. .. . .. . . . . . ... .. . . . . . . .. . . . .. . .. . .. . . . . .. .. .. . . . ... . . .. .. .. . . . ... . . . . ...... . . . .... . . .. . . . . .. .. .. . . . . . % 19 % .... . . . . ... .. . .. . .. .. . . . ... . . ... �rA Ok ... . . . . .. . . . . . ... . .. ....... . . . . .. . . . . . .. .. . . .. .... . . .. . . . . . . . .. .. ... . .. . . . .. .. . . . . . ... . . . . � . . . . ... .. ... ... .. . . .. ... .. .. . .. . . . . ...v ce N7 1w ... . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . .. .. .. . . ..... . .. . . ... . . . . . . . . .. . .. . ... ... .. . . . .. . . . .. . .... . . . .. . .. . .. . . .. .. .. ... . . .. . . . . .. . . . .. . . . . . . .. .. . . . . . . . . . .. . .. . .. . ... ... .. . . . . . . . . .. .. . . .. . . .. . . . . . . . . . . . . .. .. . . * . ..... . . ..... .. . . .. . . . ... . .. . .. . . .. . . . . . . .. .. . ... ... .. . . . . .. . . . .. . . . .. . . . . . . . ... . . . . .. . . . .. . . . . . . . . . . . . . . . . . . .. .. . . .. ... . . . . .... . .. . . ... . . . . .. . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. .. .. . . . . .. . . . . . .. . . . .. .. . . . . . . . .. . . . . . . ... . . . . . .. ..... . . ... . . .. . ... . . . . .. .. .. .. . . . ... . . . .. ...I .. . . .. . . . .. . . . .. I . . . .. .. . . .. . . . ... . . . . . .. ... . . . . . I . . . .. . . . . . . . . . . . . . . .. ... . . .... .. . .. . .... . . . . .. . ... . ... . .. . .. . . ... .. . . . I .. . . . .. .. . ... . . . .. .. . . . ... I .. . . . . . . . . . .... . . . .. . .. . . . . . .. ... .. . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .... . .. .. .... . FIELD COPY FAX COPY kO PC"0. .. . . .. .. .. . .. . . . ... . . . . . . . . .. . . ... . .. . .. . SIGNED. .. .. . . .. . .. .. . 2125 McComas Way Virginia Beach,VA 757.427.1020 tel Suite 103 23456 757.427.5919 fax ■ Restructuring the Norm Ab .w, •k Oft Aft ,w► .M Aft Alk ASK Am Ak .w, ,ft •k AWA w .f► AM ,fw Ak AM Ak AA .Nk .w .w, ANA .w Aft Aft .w Structural Engineering INSPECTIONS REPORT NO. A FRANCIS Special Inspections *A Professional Corporation ROJECT.'�—Ofm\„ 1�t2E �?� � JOB NO 07.0153. ... ..PAGE . ..1. . ..OF. . . . ... .. . . . . . . .. .. ... . . . ... . ... .. .... .. . . . . . . . .. . . . . .. . .. .. . . .. . . DATE .OU� a9(AO'T TIME +R9 Win.. .. .. . . . . . . . . i AWDWNER. . . ... .. . . . . . . . . .. . . . .... .. .. .. .. . . . . . .. . I . . . . . . . . .I .. ... PRESENT .. .. . . . . . . . .. . ... . . . ... . .... .. .... .. .. . .. .... . AT SITE `CONTRACTOR. . .. . .. . .. .. . .. .. .. .. .. .. . . . . . . . .. . . .. .. .. . .. . . . . .. . . . . . . .. .. ..... I .. . .. . ... . . .... . ..... , . . . . . INSPECTOR.. .-,.)1 C77 �0C?E.. . ... . .. . . .. . . . ... . . . .. . . .. .. . . . ... . . . . . .. .... .. . . ... .... .. .... .. ., . ... . . . . oft . . . .. . . . . . . . . .. .. ... . . . . ... .. . .. . . ...... .. . . . . . .. .. . . . . .. . . . . . .. . .... .. . . . . . . . .. . . . . . . .. .... .. .. .. . . ... . . ..... . .. .. . .... . ow INSPECTIONS PERFORMED:..Qb9 R. ..0 T 1-21E.�r �� !\£. C. �.. . ��?Ci+� cQ �(i'C COw�r.� . .�1!��4.5. .. ..C�►-rt. .r .. - .•... .. .. .... .. . . . . ... . . .. .. .. . . . . .. .. . . . .. .. . . . .. ... . .. . ... .. . .. . . ... ... . . . . . . .. . .. . . . .. .... . . .. .. .. .. . .. . . . . . ... .. . . . .. . ... .... ... . . . . . . . ... . .. . . .. . . . . COMMENTS/CORRECTIVE ACTION REQUIRED *CHK'D BY 00, �� . . . . ...v ?�+ rn I- ` t'6t.`�. 'S ..... . �.1oT.�nS. .ri.1�p. . .rg . . . .909 rc�EV t .o r. . .C. .'C. .�GL�T�\.,nE. .. 'R. :.. . . .. . .. . ..... ... ... . . . .... . . . ... . . . . . . .. .. . .. .. . . . . . . . .. ... . . ...... . . . . . . .. . . . . . . .`. . . . . .. . . . . .. . . . . . . . . . .. . . . . . . . .. .. .. . . . . .. , ... ►. . . .. ,b 'C?.E� oQC�. . . c� `t� !.,?:^'�5. . .. .... . . .. . . . . . . . .. . . . . . . . .. .. . . . . .. . . . .. . .. .. .. . . . . .. . . . . . .. . . .. . . .. . ... .. . . . . . .. . . . . . . . . . .. .. .. . . . . ... . .. .Q�. Cara +?-. . . . r. . . ... 9 . ... Y.o sGT7 t^�o. . . . � W.S.. Y.n. . . .. . . . .rc0 .. .►. .. . , . . . . .. Oft . . . . .. . . . . . . . .. . .. . .. .. . .. . . .. .. . . . .. . . .. . . . . . .. . . .. .. . . ... . . . . . . . . . . . . . . . . . . .. . . ... . .. . . .. .. . . . .. . . . . . .. Olk.. . .. . . . . . . .. . .. . . .. . . ... .. . . . . . .. . ... . . . . . . . . . . . .. . . . . . . .. . .. .. . . . ... . . . . . . . . . . . . . . . . . . . .. . . .. . . . . .. .. AM. . . .. . . . . . . . . .. . . . . . . . . . . . . . .. .. . . . . . .. . . . . . . . . . . . . . . . . . .. .. . . . . . . .... . . . . . . . . . . . . . . . . .. . . . . . . .. .. .. .. ... . . . . . . . . . . . . . ... .... . . . ... . . . . . . . . .. . . . . . . .. . .. . . . . . . . . . ... . . . . . . I . . . . . . . . . . . . • . . . . .. . . .. .. .. . . ... . . . .. . . Ok . . .. . . . . ... . . . . . . . . . .. . . . . . . . .. .. . . . .... .. .. Aft MELDCOPY. .. .. .. .. . . . . . . ... . . .. .. . . .... . . . . . . . . . . . . . . .. . .. . . ... . . . ... . . . . . . . . . .. . . . . . . . . . .. . . . . . .. .. .. *AX COPY.�'. '. . . .�ca.`�ti .!�fv1t?... .: . . . . . .. .. .. . . . . . . . .... .. .. .. . . . . SIGNED.�. ... .... . . ... .. ,.. .. . .. . . . .. .. 125 McComas Way Virginia Beach,VA 757.427.1020 tel Suite 103 23456 757.427.5919 fax ■ Restructuring the Norm Alk Ak Aft Ak •lk .w Aft 4,, Alk ..t .w A Ak Alk w, Aft Aft Alk Ak Ak Aft .w .m Am .k .w. Alk Aft AM Aft wk Alk .w, ow Moisture Density Relations of Soils o' 138.0 135.5 alb► 133.0 U Q J. .N N 130.5 128.0 ZAV for Sp.G. _ 125.5 2.65 0 2 4 6 8 10 12 Water content, % Ak Test specification: ASTM D 1557-00 Method B Modified Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 2.5 17.5 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Ok Gravel ok Maximum dry density= 135.5 pcf 132.8 pcf On-Site Optimum moisture =5.8 % 7.1 % Project No. Client: Remarks: Project: J MA07_021_004 Oft Date:10-09-2007 • Source: On-Site Sample No.: 1262 Use:N/A Moisture Density Relations of Soils JOHN TURNER CONSULTING Figure Aft, .k Alk �w Ak ®k AM .w AOk Ak .ft ..► Am �w Ak .ft Ask A% Ak Alk Ak Alk Alft AM Ak Aft .w .m Ak •w A Aft Alk A% Aft Aft Particle Size Distribution Report Project: Daily Hampshire Gazette Project No.: MA07_021 Client: Daily Hampshire Gazette Sample No: 1262 Source of Sample: On-Site Date: 10/17/2007 Location: Elev./Depth: - - - - 100 90 80 W 70 Z 60 W Z 50 W U 40 W D_ 30 Ab OW 20 ok 10 0 e0► 500 100 10 1 0.1 0.01 0.001 ok GRAIN SIZE -mm COBBLES E u S %GRAVEL %SAND %FINES Ok CRS. FINE CRS. MEDIUM FINE SILT CLAY 12.8 11.3 36.9 22.0 6.2 " SIEVE PERCENT SPEC." PASS? S_ oil Description SIZE FINER PERCENT (X=NO) Gravel 2 in. 97.5 On-Site ok 1.5 in. 94.9 1 in. 92.0 00k 3/4 in. 89.2 1/2 in. 85.2 Atterberg Limits PL= LL= PI= � 3/8 in. 82.3 76.4 10 Coefficients #16 53.4 D85= 12.5 D60= 1.53 D50= 1.06 #20 43.0 D30= 0.473 D15= 0.180 D10= 0.129 #40 28.2 Cu= 11.90 Cc= 1.13 #50 22.6 #80 15.0 Classification #100 12.0 USCS= AASHTO= Oak #200 6.2 Remarks Am MA07 021 007 Oft Date:10/17/2007 Use:N/A * (no specification provided) Figure .w+ wk, .W Alk Aft Aft Alk Am AAK A& A* ,w. w Alk Aft �w Ak Ak Alk Alk AK AM •% Am Ak Alk Moisture Density Relations of Soils Oft 136 131 Ok Ok O — 126 U Q 0 121 Olk 116 ZAV for Sp.G. _ 2.6 1.5 4.0 6.5 9.0 11.5 14.0 16.5 Water content, % Test specification: ASTM D 1557-91 Procedure C Modified Oversize correction applied to each point Ol. Elev/ Classification Nat. %> %, Depth USCS AASHTO Moist. Sp.G. LL PI 3/4 in. No.200 ow oft 2.5 30 00% ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 131.9 pcf 125.5 pcf Proccessed Gravel Ok Willard's Pit Optimum moisture= 6.2 % 8.9 % Project No. Client: Remarks: Project: MA07_021_003 !ft Date:10-12-2007 Olk • Source: Willard's Pit Sample No.: 1261 Use:Under Floor Slab Ak Moisture Density Relations of Soils JOHN TURNER CONSULTING Figure A% .w Ak Aft AWk a�. wk Ak .wt 4w Aft AM aft AWA ARA •r► ARA. .w Ak .S^ r Ak .k Alk Ok Ok Oft Ok Particle Size Distribution Report Project: Daily Hampshire Gazette Project No.: MA07_021 Client: Daily Hampshire Gazette Sample No: 1261 Source of Sample: Willard's Pit Date: 10/17/2007 Location: Elev./Depth: - - - ,, 100 90 80 W 70 Z 60 Z 50 W 0 40 W d d 30 20 10 JIM 1—T—rIM T 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE -mm COBBLES /o u %GRAVEL %SAND %FINES CRS. FINE CRS. MEDIUM FINE SILT CLAY 0.0 30.6 1 8.0 5.2 18.2 27.2 10.8 SIEVE PERCENT SPEC." PASS? Soil Description SIZE FINER PERCENT (X=NO) Proccessed Gravel 2 in. 100.0 Willard's Pit Ok 1.5 in. 100.0 1 in. 86.3 3/4 in. 69.4 Atterberg Limits 1/2 in. 66.2 PL= LL= PI= 3/8 in. 64.6 61.4 10 Coefficients #16 52.1 D85= 24.8 D60= 3.68 D50= 0.994 #20 47.9 D30= 0.270 D15= 0.120 D10= #40 38.0 Cu= Cc= #50 31.7 Ak #80 23.1 Classification #100 18.9 USCS= AASHTO= 04 #200 10.8 Remarks MA07 021 006 Date:10/17/2007 Use:Fill Under floor sab (no specification provided) Figure s P Ok Ak AW Alk Am AW, Aft Aft Alk +w w. oft Ask .k A& Oft ow w Ab w► Aft AW .lft Ak Ak A Aw Moisture Density Relations of Soils 131 129 Ok A 127 w U CL .N N U � Q ,w• 125 123 ZAV for Sp.G. _ 121 2.65 4 6 8 10 12 14 16 Water content, % Test specification: ASTM D 1557-91 Procedure B Modified Oversize correction applied to each point Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 a® 2.5 20.0 ROCK CORRECTED TEST RESULTS UNCORRECTED MATERIAL DESCRIPTION Maximum dry density= 130.2 pcf 126.0 pcf Screened Gravel W;Ilard's Pit Optimum moisture=7.5 % 9.3 % Project No. Client: Remarks: Project: 1 MA07_021_002 Date:10-09-07 • Source: Willard's Pit Sample No.: 1260 Use: Structural Fill Moisture Density Relations of Soils as JOHN TURNER CONSULTING Figure •a, .f, Ak .w Aft Ask AN% Ak Ak •A Am Ak Ak AW Am w A** wn, Aft Ak OVA Aw Ak Ak wm .wk . , Am Ak Alk w ,wt Ak oft Particle Size Distribution Report Project: Daily Hampshire Gazette Project No.: MA07_021 ' Client: Daily Hampshire Gazette Sample No: 1260 Source of Sample: Willard's Pit Date: 10/17/2007 Location: Elev./Depth: !0k 100 90 80 ow W 70 Z 60 ok M Z 50 ok W 40 LU 30 20 10 0 500 100 10 1 0.1 0.01 0.001 GRAIN SIZE -mm %COBBLES %GRAVEL %SAND %FINES CRS. FINE CRS. MEDIUM FINE SILT CLAY 11.6 7.0 19.5 31.3 13.6 SIEVE PERCENT SPEC." PASS? Soil Description Olk SIZE FINER PERCENT (X=NO) Screened Gravel 2 in. 94.6 Willard's Pit 1.5 in. 88.9 1 in. 84.7 P► 3/4 in. 83.0 Atterbern Limits 1/2 in. 79.7 PL= LL= P1= 3/8 in. 77.6 #4 71.4 Coefficients Olk #16 60.5 D85= 26.6 D60= 1.13 D50= 0.566 #20 56.0 D30= 0.206 D15= 0.0861 D10= OWA #40 44.9 Cu= Cc= #50 37.4 ok #80#80 27.2 #100 23.1 USCS= AASHTO= #200 13.6 Remarks ' MA07 021_005 Date:10/17/2007 Use: Structural Fill E * (no specification provided) Figure Ok Oft Ok Aft 4k Alk Aft AWA w Ak Aft Aft Aft ANk Ak Ask Alk AW Aft Oft AM Aft Alk Aft .s, Aft Alk .k .w COWAITM . GEOTECHNICAL CONSULTING SITE INSPECTIONS ChX. ENVIRONMENTAL SERVICES i r CONSTRUCTION MATERIALS TESTING REPORT OF SOILS FIELD COMPACTION TESTING CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette 115 Conz St. 115 Conz St. Northampton,MA 01060 Northampton,MA 01060 ATTN:Dennis Skoglund Oft DATE: October 24,2007 REPORT#: MA07 021 009 General Location: Mid span of 5/6,&6/7 line,under grade beam.7 Line A.9. Field Rep: Wesley Rork Contractor: Aquadro&Cerruti Earthwork: Karl's Excavating. !k Air Temp: 65°F Weather: Light Rain Soil Type: On-site o► oft Proctor Value: 135.5 Ibs/ft3 Optimum Moisture: 5.8 % Olk Ok Gauge' Type: Troxler 3430 Re aired Compaction: 95 % Ok TEST NUMBER DEPTH/ELEV. PERCENT DRY DENSITY PERCENT MOISTURE COMPACTION ' 1 12"/ 112.83 5.3 % 130.0 pcf 96.0% O LOCATION: Mid span between 6&7 line,under grade beam. 2 1 12"/ 112.83 6.0% 1 130.4 pcf 96.2 % oft LOCATION: Mid span between 5 &6 line,under grade beam. 3 1 12"/ 113.33 4.4% 130.5 pcf 96.3 % LOCATION: Center of 2'beam, 7 line A.9. 4 / LOCATION: 5 / LOCATION: 6 / LOCATION: Oft 7 / ow LOCATION: 8 / O` LOCATION: 9 / LOCATION: 0"" 10 / Au► LOCATION: NH MA ]w i1 911111TV- consutt .co JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 DOVER NH 03820 PORTSMOUTH NI-I 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T413.642.0138 F413.642.0164 T 207.833.7878 F 207.883.3365 .w. Aft Ak Ak AWA Ak �. .Ok Aft ook AW Ak Aft Ak Ak Ak .ft wA Ak Ak AOK Ak Aft .w, ,et Ak Aft AMA Aft Ak A% A" Ok Olk OONS TM . a_ GEOTECHNICAL CONSULTING Ok SITE INSPECTIONS i� TCIM. ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING ow REPORT OF SOILS FIELD COMPACTION TESTING oft CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Olk 115 Conz St. 115 Conz St. ®lk Northampton,MA 01060 Northampton,MA 01060 ATTN:Dennis Skoglund DATE: October 29,2007 REPORT#: MA07 021 011 General Location: A line between 1 &2,B line between 1 &2A. +! ' Field Rep: Bill Gilman Contractor: Aquadro&Cerruti Earthwork: Karl's Excavating. Air Temp: 41'F Weather: Mix of sun&clouds. Soil Type: On-site Gravel Proctor Value: 135.5 lbs/ft3 Optimum Moisture: 5.8 % ' Gauge Type: Troxler 3430 Re wired Compaction: 95 % TEST NUMBER DEPTH/ELEV, PERCENT DRY DENSITY PERCENT MOISTURE COMPACTION 1 12"/ 112.83 3.9% 131.9 pcf 97.4% LOCATION: A line between 1 &2, center of footing. 2 1 12"/ 112.83 1 4.2%_ 132.8 pcf 98.0 % LOCATION: B line between 1 &2, center of span under grade beam. 3 1 12"/ 113.33 1 5.4% 1 130.9 pcf 96.6% LOCATION: B line between 2&2A,center of span under grade beam. 4 / LOCATION: 5 / LOCATION: 6 / LOCATION: 7 / LOCATION: 8 / LOCATION: 9 / LOCATION: +0` 10 / ok LOCATION: MA ME .I�, I. C4nSUl� COiT1 JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 # DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.883.3365 xm� .., Aft ,k am w. .w, Ak Amk .t •k Ak .lk Aft Alk AWA Aft ,.w AM Aft ..R Aft ANk .w As •W 40" Ask A" Alft .f A► Ak .w, COWAITNO GEOTECHNICAL CONSULTING Asa SITE INSPECTIONS TCtnc. ENVIRONMENTAL SERVICES w i t CONSTRUCTION MATERIALS TESTING REPORT OF SOILS FIELD COMPACTION TESTING CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette , ► 115 Conz St. 115 Conz St. Northampton,MA 01060 Northampton,MA 01060 ATTN: Dennis Skoglund DATE: November 08,2007 REPORT#: MA07 021 013 General Location: East end of press pad. Field Rep: Bill Gilman Ok Contractor: Aquadro&Cerruti Earthwork: Karl's Excavating. ► Air Temp: 41°F Weather: Overcast. Soil Type: Screened gravel(Willard's pit) Proctor Value: 130.2 Ibs/ft3 Optimum Moisture: 7.5 % Gauge Type: Troxler 3430 Re uired Compaction: 95 % TEST NUMBER DEPTH/ELEV. PERCENT DRY DENSITY PERCENT MOISTURE COMPACTION 1 12"/3.5'BFG 7.6% 125.8 pcf 96.6% LOCATION: 3' west of east wall,20' south of north wall.. 2 12"/ 3.5'BFG 7.2 % 131.5 pcf 101.0 Aw LOCATION: 4' east of west wall,20' south of north wall. 3 1 12"/ 3.5' BFG 1 8.6% 1 124.0 pcf 95.2 % LOCATION: 4' east of west wall,4' south of north wall. * 4 1 12"/ 3.5'BFG 1 8.6% 127.2 pcf 97.7% Ok LOCATION: 4' west of east wall,4' south of north wall. 5 / op► LOCATION: oft 6 / LOCATION: ok 7 / LOCATION: 8 / LOCATION: 9 / LOCATION: 10 / ok LOCATION: NH ICI w 41 17 G.com ok JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,Box 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIF,LD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T413.6410138 F413.642.0164 T 207.8317878 F 207.883.3365 Ik AM AM 4 AWk wk Ak AM .lk, .w Aft .w 4a AM Alk Alk Am AM Am AM Aft Alk .wW .. AW .w► A AW Am% Alk Aft wu �a COMMIM 1 TCftx, REPORT OF PRE-CONCRETE FORM & REINFORCING STEEL INSPECTION CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 4^ Attn: Dennis Skoglund North Hampton,MA 115 Conz Street North Hampton,MA 01060 Aft DATE: November 11,2007 REPORT#: MA-07-021-018 Reinforcing Steel Details Observation: Ok ok 1. Exact location of placement: Pit and roll upper foundation pad ok Detail 1/S8.4-#5 at 12"on center-top bars on the operating side are not yet in place. The ! " contractor was advised. Detail 2/S8.4-#5 at 12"on center Details Y/S8.5-Z/S8.4 and X/S8.5-The contractor is waiting for prefabricated angle and studs. AW Ok o► oft oft Ok I OL AM 59th 99'LOZ A 8L8L'C98 LOZ.L b910Zb9'£Ih d 8£IO'Zb9'£Ib.L 80iC019'09 A COIL UlNS1.�I0d VL00 W H9n02i0fi-1VJS 58010VWG1711AIKIM 108 0 HK E01 s.1Kn`L3d11.s AT1oH Sl flnK9A`d KOIKOD 9 11 X08`cwm1 31.1DXJv l 0961 '3u1`OUisr1nSUO3 xrAKUfll KHOr NOYDIfITISNOD 1A 11N VIN M V/N 69in;eaadwal wjo3 V/N 6loamo pue u1 juawpagw3 A aae:png u046noa �,SAemAoa Jol peo 6ullool saoa w V/N Lpaoeld slu1o(loiluoo w uawaoe d 6uun a an si je as se a eo1 dde i w V/N �l I P P q � .P q M'6 6 V/N ( Iq I �I) DLO A saA,�pogioads se swaol/punoa6 woi;eoueaeolo sl pl saA Luealo saA 6malo pue pail saeq aay•6 saA 614611 slamoa AN of pail�,sjeq jol walsAs 6ulpoddns eqj s11e4M-g saA 4u0111Pu03 pooh u1 swa01 ay;aay w „££+Az(sjalawela/sagoul) 6uolleogloads delaanp .L saA 6panowal sugap'g ja;eM V/N Lpaoeld Apodoid slamo4 •g salaen (41daa/4lpIM) swaoj alejS wu seA �,AIjadad pa:poddns aega�j •g `d/N �aaaul6ua ail}Aq panoadde oseggns 041 sl Am wm saA 600ueaa10l wgPm 6uloeds leluozlaoH 'b swjo=l w� SOA 600Ma104 u14 11m 6uloeds leollJan•E J,OE :ajnlejedwei w ON 4jol polun000e saeq Ile aay.Z Apnolo :aagjeaM saA �,6ulmeap Panoidde jad azls aegaH •l saga ua)q :angeluasajdaH plalj w u0143a sub Isels uioaolulUN uoijeuaaojuj jejueWel ns 810-IZO-LO-VIV :#JHOJAH LOOZ`II jaquianoM ::41dQ wk Aft 09010 VIV`uoldmuH ql ioAI laalls ZU03 SII Vw IuolduiuH q;ioK puni2031S stuuaQ:idly ww uo►lippV allazuO a.iigsdwuH SI!B(I :13WOHd allazuO a tigsduruH f�tuQ :1KIAP13 Aft .w uoIlMaSKI AW IM LS 9N132IojN1AH W x03 :41AUDNOD-awd 10 luodau AVk �60' w 4 A to .wa Alk 4w Alk Aft oft 4w Ak A Ak .. Aft Aft AOW w, Alk ww ldk Ak GEOTECHNICAL CONSULTING A WSITE INSPECTIONS yo TCkt, ENVIRONMENTAL SERVICES ' CONSTRUCTION MATERIALS TESTING i I> oft REPORT OF REINFORCING STEEL INSPECTION Ok ok CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. 115 Conz St. Northampton MA 01060 Northampton MA 01060 Attn:Dennis Skoglund DATE: November 20,2007 REPORT#: MA07_021_016 SUPPLEMENTAL INFORMATION INSPECTI N LOCATION Weather: Snow Footing_Wall Slab x Other Temperature: 22—28°F Loose Soil Removed: Y Water Pumped Out:N/A A Field Rep:Bill Gilman Rebar Supported: Y Dowel: 00 Location Placed: East end press pad. !0k REINFORCEMENT!INSPECTION FORMWO K INSPECTION Drawings Used: Y Shop: Yes Form Temperature (F):° Drawing#: S-Ll,S-4.1 ,S8.1—S8.4 Clean: Yes Horizontal Rebar Size:# 10/Vertical Rebar Size:# 10 Wet or Excessive Oil: No Spacing Within Tolerance: Yes - Tight: Yes Clean: Yes Straight: Yes Tied: Yes Clearance Acceptable: Yes Other items noted: Support System(Type):chair Rebar Disturbed During Placement: No As Approved per Project Drawings: Yes NON COMPLIANCES WHO ADVISED�HOW CORRECTED Aft - - - - - - JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.883.3365 Ailk wf, Ak Aft A% •K Alft .k AW Ak Aft Ask 4m AK .M Aft A4 A% Aft A% Aft Aft Alk ,.® Ak ..4 low .w 4m .ft AM .k Aft Am Ak Alm Aft Ak Ak Au COMWING GEOTECHNICAL CONSULTING SITE INSPECTIONS nrm! p ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING oft OFA oft i REPORT OF REINFORCING STEEL INSPECTION ok oft CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. 115 Conz St. Ok Northampton MA 01060 Northampton MA 01060 1k Attn:Dennis Skoglund DATE: October 29,2007 REPORT#:MA07_021_012 ok SUPPLEMENTAL INFORMATION INSPECTION LOCATION o Weather:Mix of Sun&Cloud Footing-x_Wall_Slab—Other Grade Beam Temperature: 41°F Loose Soil Removed: Y Water Pumped Out:N/A Field Rep:Wes Rork/Bill Gilman Rebar Supported: Y Dowel: No Location Placed: A6 to A7,7 line A to B,B7 to B6 ,, REINFORCEMENT INSPECTION FORMWORK INSPECTION O Ok Ok Drawings Used: Y Shop: Yes Form Temperature 50(F):° Drawing#: S-1.1,S-4.1 Clean: Yes Horizontal Rebar Size: 8&9/Vertical Rebar Size:4&5 Wet or Excessive Oil: No Spacing Within Tolerance: Yes Tight: Yes Ak Clean: Yes Straight: Yes Ak Tied: Yes Clearance Acceptable: Yes Other items noted: *Key-way needed @ concrete stop. Oft Support System(Type):Block *6A needs#8 on bottom. *A2 needs two#4's @ 12"O.C. Rebar Disturbed During Placement: No As Approved per Project Drawings: Yes NON COMPLIANCE'S WHO ADVISED/1,HOW CORRECTED' Ok Ok 1. See Other Items Contacted Charlie Mitsis of Aquadro&Cerruti) OW he had the corrections made. ,k ok 'k JOHN TURNER CONSULTING,INC. Oft DOVER STREET 1950 LAFAYETTE ROAD,Box 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 Ok DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F603.516,6851 T 603.610.7105 F 603.610.7108 T413.642.0138 F413.642.0164 T 207.833.7878 F 207.883.3365 ph ok Ak ANk Aft ws► 4m Alk AMA AW Alk AM, .m .gym, .w .k Ak 4 , Ask Aft Aft •l. ..a 4W 4W .► Am AOW Alk Aak Am Ak Ak Ak Alk Alk Ak ,f, CONSMLTIMNG a GEOTECHNICAL CONSULTING 11�a SITE INSPECTIONS ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING REPORT OF CONCRETE FIELD/COMPRESSION TESTING CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 ok Northampton MA 01060 Attn: Dennis Skoglund oft DATE: December 12,2007 REPORT#: MA07_021_018(1 of 2) Ok General Location: 16"layer on press pad. Date Cast: December 05,2007 Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti/Sea&Shore Supplier: Bill Willard Inc. Oft Admixtures: 2 % Polar set Air Temp: 17-25 °F ok Weather: Clear Ok Nominal size of Aggr.: '/" ok TICKET#/CYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME ow 10198914 4.25" 3.6 % 70 32 Min. 101990 - - - 39 Min. 101991 4.5" - 66 58 Min. 101992 5.0" 3.8 % 68 36 Min. 101993 4.5" - 66 37 Min. DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 12/12/07 7 28.27in2 2750 Oft 01/02/08 28 28.27in2 01/02/08 28 28.27in2 --- H 28.27in2 SPECIFIC LOCATION: 5'west of east edge,2' north of south wall. DESIGN STRENGTH: 4000 PSI YARDS PLACED: 59 YARDS REMARKS: r1 .corn JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T411642.0138 F413.642.0164 T 207.833.7878 F 207.883.3365 A Aft AW A" A dw Alk ..k Ak Aft .w AW .l► AMk w► Ak Ak we► .w ..m Ak Alk Aft Aft ARk Alk Alk w Alk Aft Aft Am Aft 4m 4w Alk .w Alk Alk CONSaTM . a GEOTECHNICAL CONSULTING �iP� SITE INSPECTIONS Tckx. ENVIRONMENTAL SERVICES 1 I 1 � CONSTRUCTION MATERIALS TESTING REPORT OF CONCRETE FIELD/COMPRESSION TESTING CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 Northampton MA 01060 Attn: Dennis Skoglund DATE: December 05,2007 REPORT#: MA07_021_017(2 of 2) General Location: West end of press pad. Date Cast: November 28,2007 Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti/Sea& Shore Supplier: Bill Willard Inc. Admixtures:' 2 % Polar set Air Temp: 32-37 'F 4M Weather: Clear 04 Nominal size of Aggr.: 3/4" TICKET#/CYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME o 101945 4.75" 4.1 % 70 27 Min. 101946 - - - 24 Min. Ok 101947 5.0" 4.7 % 68 49 Min. oft 101949 4.0" - 68 27 Min. Am DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 12/05/07 7 28.27in2 12/26/07 28 28.27in2 "+ 12/26/07 28 28.27in2 --- H 28.27in2 SPECIFIC LOCATION: 5' east of west edge,2' up from base. 0k DESIGN STRENGTH: 4000 PSI YARDS PLACED: 94 YARDS REMARKS: Ak FA Oft NH t JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 1k DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T413.642.0138 F413.642.0164 T 207.833.7878 F 207.883.3365 AM Alk AW ANA wry .M Alk Ak AM AM w Ak Aft w, rN AM Awk ..k Alk AM .k Alk .A. .k Ak w ,m Ask Aft .w . ca�1L�nJC . a� GEOTECHNICAL CONSULTING SITE INSPECTIONS v ENVIRONMENTAL SERVICES � CONSTRUCTION MATERIALS TESTING REPORT OF CONCRETE FIELD/COMPRESSION TESTING ,0► CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 Northampton MA 01060 Attn: Dennis Skoglund ok DATE: December 05,2007 REPORT#: MA07_021_018(1 of 2) General Location: 16"layer on press pad. Date Cast: December 05,2007 ®w Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti/Sea&Shore ' Supplier: Bill Willard Inc. Admixtures: 2 %Polar set Air Temp: 17-25°F Weather: Clear Nominal size of Aggr.: -14" TICKET#/CYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME �► 101989/4 4.25" 3.6 % 70 32 Min. 101990 - - - 39 Min. 101991 4.5" - 66 58 Min. 101992 5.0" 3.8 % 68 36 Min. 101993 4.5" - 66 37 Min. DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 12/12/07 7 28.27in2 01/02/08 28 28.27in2 01/02/08 28 28.27in2 om --- H 28.27in2 ok SPECIFIC LOCATION: 5'west of east edge,2' north of south wall. DESIGN STRENGTH: 4000 PSI YARDS PLACED: 59 YARDS REMARKS: ICI. ME'iVT , . x4}Y1511tN C4n1 JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.883.3365 a O+ Ak Adk Aft- ,lk .M .A► Alk .w yew, �w Ak Aft Ak AM Ak MA wm Aft Am 4% AM .wk .w Aft Aft AWA .w •M AM .ft 4k Ak Aft Alft AM Ak,, Ak OPK cavanM A GEOTECHNICAL CONSULTING �s SITE INSPECTIONS TChX' ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING �lA► ' REPORT OF CONCRETE FIELD/COMPRESSION TESTING CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 Northampton MA 01060 Attn: Dennis Skoglund DATE: December 05,2007 REPORT#: MA07 021 017(2 of 2) General Location: West end of press pad. Date Cast: November 28,2007 A► Field Rep.: Hill Gilman Contractor: Aquadro&Cerruti/Sea& Shore Supplier: Bill Willard Inc. Admixtures: 2 %Polar set Air Temp: 32-37 ' F Weather: Clear Nominal size of Aggr.: '!4" TICKET#/CYL S P I AIR VbNTENJ CO TEM ELAPSED TIME 101945 4.75' 4.1 % 70 27 Min. 101946 - 24 Min. + " 101947 .0" 4.7 % 68 49 Min. 101949 4.0" - 68 27 Min. DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 12/05/07 7 28.27in2 12/26/07 28 28.27in2 12/26/07 28 28.27in2 --- H 28.27in' 00k SPECIFIC LOCATION: 5' east of west edge,2' up from base. oft Am DESIGN STRENGTH: 4000 PSI YARDS PLACED: 94 YARDS ok REMARKS: Ak A JOHN TURNER CONSULTING,INC. Ok DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 1k DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.883.3365 AM .f. .w om ,.A Oft AM- Alk 40k Aw Ask Ak .k .w *k .w Aak wk Am Aft Ak Am ,.► Ark Ak AW .ft Aft .lk .l .w w, Ak Ak .w Aft Ak Aft AWA io wc T . A11s GEOTECHN ICAL CONSULTING SITE INSPECTIONS TCbxl ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING Oft REPORT OF CONCRETE FIELD/COMPRESSION TESTING ems► CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 ok Northampton MA 01060 Ak Attn: Dennis Skoglund Ok DATE: December 05,2007 REPORT#: MA07 021 017(2 of 2) �w General Location: West end of press pad. Date Cast: November 28,2007 Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti/Sea&Shore Supplier: Bill Willard Inc. ok Admixtures: 2 %Polar set Air Temp: 32-37 'F Weather: Clear Nominal size of Aggr.: 3/4" TICKET#/CYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME 101945 4.75" 4.1 % 70 27 Min. 101946 - - - 24 Min. 101947 5.0" 4.7 % 68 49 Min. 101949 4.0" - 68 27 Min. Ak DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 12/05/07 7 28.27in2 12/26/07 28 28.27in2 ! " 12/26/07 28 28.27in2 --- H 28.27in2 SPECIFIC LOCATION: 5' east of west edge,2' up from base. Ok DESIGN STRENGTH: 4000 PSI YARDS PLACED: 94 YARDS ok o, REMARKS: ok 1k NH JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 Oft DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.883.3365 Aft Ak AW AN% AM Aft .lk Ak A, A" AW Ak Am .WA AM, Ak AWA Aft Ak Ak Aft AM •f> w► AOW .. Aft Aft wee, .Ok .w oft .l. 40% ,iw A^ CONSUMING GEOTECHNICAL CONSULTING SITE INSPECTIONS 'yo Tcbx. ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING REPORT OF CONCRETE FIELD/COMPRESSION TESTING CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 Northampton MA 01060 ,w Attn:Dennis Skoglund DATE: November 20,2007 REPORT#: MA07 021 015(2 of 2) General Location: East end of press pad. Date Cast: November 20,2007 Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti/Sea& Shore Supplier: Bill Willard Inc. Admixtures: N/A Air Temp: 22-28 'F Weather: Snow Nominal size of Aggr.: 5/4" TICKET#ICYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME 101899 5.0" 5.3 % 56 26 Min. 101900 5.25" 5.4 % 56 28 Min. 101901 5.0" - 54 29 Min. 101904 5.0" - - 30 Min. DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 11/27/07 7 28.27in2 12/18/07 28 28.27in2 12/18/07 28 28.27in2 --- H 28.27in2 SPECIFIC LOCATION: DESIGN STRENGTH: 4000 PSI YARDS PLACED: 95.5 YARDS REMARKS: NH MA MMr JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 d DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.8833365 A� AK A AOk AM AM Ak Ak Oft Oft Am Alk Aft ws Ak •.k AM* Am Ak ••4 Alk 44 Ak Am Am Aft Ak Alk AM A)k Amw .f AM Ak CONSLITM SW GEOTECHNICAL CONSULTING SITE INSPECTIONS gip ' ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING REPORT OF CONCRETE FIELD/COMPRESSION TESTING CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 Northampton MA 01060 Attn: Dennis Skoglund DATE: November 27,2007 REPORT#: MA07 021 015(1 of 2) General Location: East end of press pad. Date Cast: November 20,2007 . ► Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti/Sea& Shore Supplier: Bill Willard Inc. Admixtures: N/A Air Temp: 22-28 'F Weather: Snow Nominal size of Aggr.: 3/4" TICKET NCYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME 101894/4 5.5" 5.1 % 56 29 Min. 101895 - - - 28 Min. 101896 7.0" 5.8 % 56 30 Min. 101897 6.0" - 54 28 Min. 101898 5.5" - 52 33 Min. DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 11/27/07 7 28.27in2 2600 12/18/07 28 28.27in2 12/18/07 28 28.27in2 --- H 28.27in2 SPECIFIC LOCATION: 5' east of west edge,2' up from base. DESIGN STRENGTH: 4000 PSI YARDS PLACED: 95.5 YARDS oft REMARKS: ok Olk ow NIA'M .:Ml1 V T Vii"r h "0(; ii�tTlC.coii ,. . .. _ Ok JOHN TURNER CONSULTING,INC. 00 DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.883.3365 oft !ft Rw Am .wd AM AM .lk Ak AW Aft Alk Alk Ak Oft AM Awk Ak Alk Alk .f► .k Ak 4% w. AM Ak AM AM Ak ift Ak A* AW Aft Alk 4m ,.. Ak. Oft Ak AW Aft . cavan.TM . T GEOTECHNICAL CONSULTING a SITE INSPECTIONS 'gyp kX' ENVIRONMENTAL SERVICES ems► CONSTRUCTION MATERIALS TESTING REPORT OF CONCRETE FIELD/COMPRESSION TESTING CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 Northampton MA 01060 �w► Attn: Dennis Skoglund DATE: December 07,2007 REPORT#: MA07 021 014 General Location: B line wall,between 2 &5. Date Cast: November 09,2007 Ak Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti/Sea& Shore Supplier: Bill Willard oft Admixtures: N/A Air Temp: 45 *F Weather: Mix of sun&clouds Nominal size of Aggr.: 3/4" 4 TICKET#/CYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME ow 101838/4 4.0" 4.5% 62 1 Hr. 101839 4.25" - 60 1 Hr. 18 Min. Ak ok DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 11/16/07 7 28.27in2 2920 12/07/07 28 28.27in2 4010 12/07/07 28 28.27in2 4040 --- H 28.27in2 SPECIFIC LOCATION: Mid wall,4' up from base. Ak DESIGN STRENGTH: 4000 PSI YARDS PLACED: 22 YARDS ow Am REMARKS: Oft NH MAE BFI canlc w1tJ I C.ca JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 601749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.883.3365 AM low AM, Am AM Abp AM AM Ak Ak 4m ww a& ,M ,.w AW Aft .wk. AM Aft . w AM Aft AMW Aft ww +w. wf► Ak .w AW AAk Aft Aft .w 404 •w Ak Aft CONgaTM " GEOTECHNICAL CONSULTING �j SITE INSPECTIONS Yp ChX. ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING AM ,f, AID. Ak Ak REPORT OF CONCRETE FIELD/COMPRESSION TESTING A• Ak CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 ok Northampton MA 01060 Attn: Dennis Skoglund DATE: November 26,2007 REPORT#: MA07 021 010 a� General Location: Foundation footings,A6 to A7,7 line A to B,B7 to B6. Date Cast: October 29,2007 Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti Supplier: Bill Willard Inc. Admixtures: N/A Air Temp: 45-48 °F Weather: Mix of sun&clouds Nominal size of Aggr.: 3/4" TICKET#/CYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME ,�► 101743/4 4.0" 5.0 % 62 101744 4.0" - 64 ok DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 11/05/07 7 28.27in2 3280 11/26/07 28 28.27in2 4640 11/26/07 28 28.27in2 4570 --- H 28.27in2 SPECIFIC LOCATION: Center of A7,@ finish grade. DESIGN STRENGTH: 4000 PSI YARDS PLACED: 22 YARDS ak 0^ REMARKS: *=No time indicated on ticket. oft NH MA ME U I j I C©nsui� .Ccitr JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 /lk DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T413,6410138 F413.642.0164 T 207.833.7878 F 207.883.3365 44 .w� .w AMk .S►, wa .lk .ft Ak AM Am Ak Alk Ak Aft- Aft Ak war, Ank Ak A, Ak AM .w A ,ww *m, Adk Ak .w. Ak Alw IW Ik . caslnruvc . ' GEOTECHNICAL CONSULTING SITE INSPECTIONS �p Tctm. ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING OP I^ REPORT OF CONCRETE FIELD/COMPRESSION TESTING Olk CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 Northampton MA 01060 Attn: Dennis Skoglund DATE: November 15,2007 REPORT#: MA07_021_008 General Location: Foundation Piles 12 3/4"pipe,&9 5/8"pipe,all but 7. Date Cast: October 18,2007 4w Field Rep.: Wesley Rork 001k Contractor: Aquadro&Cerruti/Sea& Shore Supplier: Chicopee Concrete o Admixtures: - #352 Blend Air Temp: 60 ' F Weather: Overcast o Nominal size of Aggr.: ` '/4" TICKET#/CYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME 28041 /4 3.75" 6.6 % 72 58 Min. Ik DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 10/25/07 7 28.27in2 2520 11/15/07 28 28.27in2 4100 11/15/07 28 28.27in2 4060 Aft --- H 28.27in2 Aft SPECIFIC LOCATION: Pile#51 DESIGN STRENGTH: 4000 PSI YARDS PLACED: Approx.75 YARDS REMARKS: NH . = c©nsulOT- C Olrri JOHN TURNER CONSULTING,INC. ow DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 ok DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T 413.642.0138 F 413.642.0164 T 207.833.7878 F 207.883.3365 .•Q .w ..w .w Awk wk AMA .k 4m Ak Ak 4w Am .lk Am w •w •k w .w .k AM ,w . ..t Alft Am Alk .w Ak ARA Ak Alk .wt w Ob 140 CONSULTNG Olk GEOTECHNICAL CONSULTING jSITE INSPECTIONS ENVIRONMENTAL SERVICES CONSTRUCTION MATERIALS TESTING REPORT OF CONCRETE FIELD/COMPRESSION TESTING 00k CLIENT: Daily Hampshire Gazette PROJECT: Daily Hampshire Gazette Addition 115 Conz St. Northampton MA 01060 Northampton MA 01060 Attn:Dennis Skoglund DATE: October 31,2007 REPORT#:MA07_021_001 General Location: Test pit#3 Date Cast: 10/03/2007 O' Field Rep.: Bill Gilman Contractor: Aquadro&Cerruti Supplier: Chicopee Concrete Admixtures: N/A Air Temp: 60 ° F Weather: Overcast OW Nominal size of Aggr.: 3/," 00k TICKET#/CYL SLUMP AIR CONTENT CONCR.TEMP. ELAPSED TIME 0w 27760/4 3.75" 4.2 % 78 1 Hr.30 Min. 00► OW DATE OF TEST AGE SPECIMEN AREA COMPRESSIVE STRENGTH(psi) 10/08/07 5 28.27in2 3800 10/10/07 7 28.27in' 4160 10/31/07 28 28.27in2 5740 10/31/07 28 28.27in2 5430 SPECIFIC LOCATION: Test pit#3,after 2 yards. DESIGN STRENGTH: 4000 PSI YARDSPLACED: 4 YARDS ► REMARKS: Ok JOHN TURNER CONSULTING,INC. DOVER STREET 1950 LAFAYETTE ROAD,BOX 11 6 CLINTON AVENUE 15 HOLLY STREET,UNIT 103 DOVER NH 03820 PORTSMOUTH NH 03801 WESTFIELD MA 01085 SCARBOROUGH ME 04074 T 603.749.1841 F 603.516.6851 T 603.610.7105 F 603.610.7108 T413.642.0138 F413.642.0164 T 207.833.7878 F 207.883.3365 w AIW .w, w .w Alk Aak Adk Aft .W* .■k Ak w AWA Oft AMW .k Aft AW .w *w► .f Ak .m w, ANk .lk Am .N .w Aft AM Ak Ak Alk .k .■f. Alk AMk Ok Or J 1480-01-03 1 lampshire Daily Gazette Ok Northampton,MA Oft View of Test Pile with Gauges } 11-F OW View of Load Cell and Pressure Gauges for Pile Load Test Aft 3 ... Alk •% AW AW .w AW ... 404 t► All a x, a � � t - r- • N. I W-7,C t low Alk JIM Ak Ak .w® Alk .w Aak Am .■k .W Aak ..a Aft .ft .f, .w ... Ak .f, Ak Alft Ak AM Aak Aft Am ww .w wm Ak .ft Ak Alk Ak Alk Aft Alb. 4m Hampshire DA),Gazette Northampton, DAILY . ` ` y k ..... i • r.�r ��i4 li: } l E � f 4 of Alk Alk Ak AW .. Aft Alk .w� Aft AM* Alk ,O, Ak ASW Ak .w 4m. Aft Aft w Aft w .A ,w aw Ak Aft ,0w A. Alft Aak AM Ak .k Aft Ak Olk Ok Ok Olk ok Ok ok APPENDIX E AW Ak am AM Alk Aft w� .wa Mk Am Am .R AM Ak AM Aft Ak .s. Aft AM eta Aft AW Aft Am 4m *w Ak. .s. sw Northampton; Pile: NH11 Test: 02-Oct-2007 Blow: 5 CAPWAP9 Ver. 2000-1 GTR PILE PROFILE AND PILE MDEL Depth Area E-Modulus Spec. Weight Circumf. ft in2 ksi lb/ft3 ft O.DO 10.25 30016.4 492.271 51.000 52.00 10.25 30016.4 492.271 51.000 Toe Area 0.506 ft2 Top Segment Length 3.47 ft, Top Impedance _ 18.31 kips/ft/s ,pk Pile Damping 2.0 $, Time Zncr 0.206 ms, Wave Speed 16810.0 ft/9 oft A j" Ok Page 3 Analysis: 16-Oct-2007 A► oft Ok Ahvi Ak .w Ask Alk Oak Aft 4m Am w4 .k AIX Ak .m, .w, Am AM ww Mw Alk Ask ,ww wk 40*, .. .ft Am AW ANk Aft Northampton; Pile: NH11 Test: 02-Oct-2007 Blow: 5 CAPWAP® Ver. 2000-1 GTR 4 EXTREMA TABLE Pile Dist. max. min. max. max. max. max. max. Sgmnt Below Force Force Comp, Tans. Trnsfd. veloc. Displ. No. Gages Stress Stress Energy Oft ft kips kips ksi ksi kip-ft ft/s in Oft 1 3.5 245.2 -35.7 23.912 -3.485 11.59 12.4 1.217 O, 2 6.9 253.1 -41.3 24.689 -4.024 11.65 12.1 1.206 3 10.4 248.3 -36.4 24.215 -3.549 10.87 11.8 1.194 to 4 13.9 241.9 -53.7 23.594 -5.241 9.94 11.5 1.181 5 19.3 233.1 -58.3 22.733 -5.688 8:89 11.3 1.169 oft 6 20.8 223.7 -59.1 21.820 -5.764 7.88 11.0 1.165 7 24.3 218.2 -58.3 21.285 -5.688 7.16 10.8 1.162 8 27.7 213.3 -56.0 20.807 -5.459 6.44 11.5 1.158 9 31.2 209.1 -50.9 20.390 -4.960 5.72 12.6 1.15 10 34.7 201.0 -49.9 19.601 -4.862 4..70 13.1 1.152 11 38.1 191.6 -47.8 18.685 -4.659 3.67 14.7 1.148 0a 12 41.6 180.5 -48.9 17.606 -4.770 2.62 15.8 1.145 13 45.1 172.1 -33.1 16.788 -3.232 2.15 17.1 1.142 Ok 14 48.5 124.0 -15.6 12.099 -1.519 1.83 17.7 1.141 AM 15 52.0 35.8 -0.1 3.496 -0.008 1.13 18.3 1.140 Ok Absolute 6.9 24.689 (T - 21.0 ms) Ok 20.8 -5.764 (T = 26.4 ms) AAt CASE METHOD J 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 RS1 172.8 143.8 114.8 85.8 56.8 27.8 0.0 0.0 0.0 0.0 Olk RMX 172.8 143.8 114.8 105.3 98.0 92.5 92.5 92.5 92.5 92.5 RSU 172.8 143.8 114.8 85.8 56.8 27.8 0.0 0.0 0.0 0.0 RAU- 86.6 (kips) ; RA2- 95.1 (kips) AW Current CAPWAP Ru= 84.9 (kips) ; Corresponding J(Rs)- 0.30; J(Rx)=1.00 Oft VI-M VFN VT1*Z FP1 IM DMX DFN EMX RLT 4 £t/s ft/s kips kips kips in in kip-ft kips 12.74 0.00 233.3 229.3 260.5 1.226 0.972 11.2 122.5 Page 2 Analysis: 16-Oct-2007 Oft ..A •w► .ak A, AW A"k 44% AW ,W Ak .w► Aft Ak Am AM Am Ak Aft AM AM wW .k .w Aak Ask w 4m ,w Ak Aft AM .w w Aft •W+ AWA Northampton; Pile: NH11 Test: 02-Oct-2007 Blow: 5 CAPWAPO Ver. 2000-1 GTR CAPWAP FINAL RESULTS Total CAPkW Capacity: 84.9; along Shaft 69.9; at Toe 15.0 kips Soil Dist. Depth Ru Force Sum Unit Unit Smith Quake Sgmnt Below Below in Pile of Resist. Resist. Damping No. Gages Grade Ru (Depth) (Area) Factor IA ft ft kips kips kips kips/ft ksf s/ft in 4� 84.9 1 6.9 5.9 5.0 79.9 5.0 1.44 0.03 0.080 0.070 2 10,4 9.4 6.0 73.9 11.0 1.73 0.03 0.080 0.070 44% 3 13.9 12,9 7.0 66.9 18.0 2.02 0.04 0.080 0.070 4 17.3 16.3 7.0 59.9 25.0 2.02 0.04 0.080 0.070 5 20.8 19,8 5.0 55.0 30.0 1.44 0.03 0.080 0.070 6 24.3 23.3 5.0 50.0 35.0 1.44 0.03 0.080 0.070 7 27.7 26.7 5.0 45.0 40.0 1.44 0.03 0.080 0.070 8 31.2 30.2 7.0 38.0 47.0 2.02 0.04 0.080 0.070 9 34.7 33.7 7.0 31.0 54:0 2.02 0.04 0.080 0.070 10 38.1 37.1 7.0 24.0 60.9 2.02 0.04 0.080 0.070 11 41.6 40.6 3.0 21.0 63.9 0.86 0.02 0.080 0.070 12 45.1 44.1 2.0 19.0 65.9 0.58 0.01 0.080 0.070 13 48.5 47.5 2.0 17.0 67.9 0.58 0.01 0.080 0.070 14 52.0 51.0 2.0 15.0 69.9 0.58 0.01 0.080 0.070 Avg. Skin 5.0 1.37 0.03 0.080 0.070 Ak Toe 15.0 29.64 0.120 1.130 Soil Model Parameters/Extensions Skin Toe Case Damping Factor 0.306 0,098 Smith Type Ok Unloading Quake ('A of loading quake) 100 75 Reloading Level of Ru) 100 100 Unloading Level of Ru) 10 4k Resistance Gap (included in Toe Quake) (in) 0.140 Soil Plug Weight (kips) 0.04 4W ok CAPWAP match quality: 3.64(Force Match) Observed: final set = 1.000 in; blow count = 12 b/ft Computed: final set = 0.883 in; blow count = 14 b/ft Page 1 Analysis: 16-Oct-2007 #WA ,w Aft lak Aft .w .w A, AA .W AM Ak .w Aft .ft ..t Aft .lk A* Ak Am Am Ak Alk .w 4m Aft Ak Am Ak Ak Ak ook ok Ook Op► o° °o N, O E o 0 o ] t0 N U. oft oft d WS r ok 00 O O p f0°1 t00 Op! - N 0 � u/sdiN sdi4 E o_ naa W _N Y Y Y C C J W rnONf�! �U am�� /r fg0 00 m=p LL LL 4 tD oft 0 O 1 N _ o r Oft N Oft 0 NO -- N � \ N a Lo V 0 to m i o J = o O N Oft a 0 0 a yy 0 C C _____�.O__._. .___._-_�...._ 00 D o p p (D O O O 6 ook o (ui)luaw9DejdsiQ I!A Z C7 Ak Alk Am AIW .., ww w AWk Ak Ak w► Alk .w .w Alk ewa •w AM Aft Awk Alk w .e� 4a Aft A** AWA Alk Am Am Aft ANk AM AM Northampton; Pilo: NH41R Test: 02-Oct-2007 Blow: 5 CAPFIAM Ver. 2000-1 GTR [► PILE PROFILE AND PILE MODEL Depth Area E-Modulus Spec. Weight Circumf. ft in2 ksi lb/ft3 ft + " 0.00 14.60 30016.4 492.271 3.330 4W 98.50 14.60 30016.4 492.271 3.330 4A Toe Area 0.882 ft2 Top Segment Length 3.28 ft, Top Impedance 26.08 kips/ft/s O,Ok Pile Damping 1.0 �, Time Incr 0.195 me, Wave Speed 16810.0 ft/s ow Ak Aft 4d 4A Ak ow Ok } o 4p 4f olk 4f Page 4 Analysis: 15-Oct-2007 4p A04 Ak AW .. w ..k ANk Alk AW Ak Sk .f, ,wA 4w AWA Aft Aww Ak Ak ANK Aft , ► Ak Ak AW ..R Ak AW .0. Ak ew Alk oft 4m 4m Oft AM OVA Oo► Ob Northampton; Pile: NH41R Test: 02-Oct-2007 O Blow: 5 CAPKkft Ver. 2000-1 P GTR - --- - - CASE METHOD J = 010 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 RS1 501.9 475.8 449.7 423.6 397.5 371.4 345.3 319.2 293.1 267.0 RMX 502.6 485.9 469.1 452.4 435.6 418.9 402.2 385.4 368.7 351.9 RSU 499.3 472.9 446.6 420.2 393.8 367.5 341.1 314.7 288.4 262.0 40 RAU- 294.2 (kips); RA2- 355.4 (kips) 40b Current CAVPW Ru= 406.0 (kips); Corresponding J(Rs)= 0.37; J(Rx)=0.58 vHx VFN VT1*Z M FM DM DFN EM RLT 40 Pt/s ft/s kips kips kips in in kip-ft kips 40 18.75 -1.02 387.2 375.8 476.6 0.985 0.093 24.6 558.8 ArA !h OW oft Page 3 Analysis: 15-Oct-2007 OW O oft OW Olk +.4 lak ANK Oak .w, Alk A A* ..w AW ,ww lak .w Aft .w Odik •W Ak Awk AWk .w� w Aft Ak Am- A Aft low Aw Oft Northampton; Pile: NH41R Test: 02-Oct-2007 Blow: 5 CAPHAP® Ver. 2000-1 Ok GTR ph EXTREMA TABLE Ook _ Pile Dist. max. min. max. max. Max. max. max. Sgmnt Below Force Force Comp. Tens. Trnsfd. Veloc. Displ. No. Gages Stress Stress Energy ft kips kipr ksi ksi kip-ft ft/s in 1 3.3 498_.0 -0.1 34.103 -0.005 24.70 18.7 0.972 2 6.6 499.4 -0.1 34.200 -0.005 25.08 18.7 0.956 4 13.1 502.8 -0.1 34.431 -0.005 24.81 18.6 0.923 6 19.7 503.9 -0.1 34.507 -0.005 24.31 18.3 0.890 8 26.3 503.8 -0.1 34.496 -0.005 23.57 18.0 0.855 10 32.8 496.2 -0.1 33.977 -0.005 22.39 17.6 0.817 12 39.4 484.1 -0.1 33.147 -0.005 21.00 17.2 0.775 14 46.0 470.1 -2.5 32.191 -0.169 19.66 16.9 0.735 16 52.5 458.7 -4.5 31.411 -0.308 18.35 16.7 0.684 18 59.1 458.4 -7.0 31.390 -0.481 17.27 16.4 0.628 19 62.4 448.7 -6.7 30.723 -0.460 16.29 16.2 0.599 20 65.7 462.6 -7.5 31.677 -0,516 15.87 16.0 0.569 21 68.9 455.3 -7.1 31.175 -0.484 14.74 15.8 0.537 22 72.2 470.2 -9.9 32.196 -0.677 14.27 15.7 0.506 23 75.5 459.8 -11.9 31.482 -0.817 13.20 15.5 0.474 24 78.8 462.5 -15.4 31.673 -1.055 12.83 15.3 0.447 25 82.1 445.0 -18.3 30.475 -1.250 12.07 14.8 0.423 .0% 26 85.4 443.2 -21.7 30.346 -1.484 11.75 14.6 0.396 27 88.7 416.0 -22.1 28.488 -1.514 10.46 14.4 0.368 Ak 28 91.9 425.4 -25.3 29.131 -1.730 10.08 14.0 0.341 29 95.2 418.4 -25.6 28.653 -1.753 9.41 14.0 0.317 30 98.5 435.4 -28.7 29.814 -1.964 6.34 14.0 0.289 Absolute 19.7 34.507 (T : 21.9 ms) 98.5 -1.964 (T = 47.7 ms) Oft Page 2 Analysis: 15-Oct-2007 ow Am ..t Ak Ask •• 4ft .w Alk Aft Ak Ak Ak 4w .w Aft ldk Aft Alk AN% ok Am •.k Ak AM ..t .e. AM Am w Aft Aft ws w AM .see Northampton; Pile: NH41R Test: 02-Oct-2007 Blow: 5 CAP%kft Ver. 2000-1 GTR CAPWAP FINAL RESULTS Ok Total CAPHNP Capacity: 406.0; along Shaft 106.0; at Toe 300.0 kips Soil Dist. Depth Ru Force Sum Unit Unit Smith Quake Sgmnt Below Below in Pile of Resist. Resist. Damping No. Gages Grade Ru (Depth) (Area) Factor ft ft kips kips kips kips/ft kaf 5/ft in 406.0 1 13.1 8.1 1.0 405.0 1.0 0.15 0.05 0.190 0.050 2 19.7 14.7 2.0 403.0 3.0 0.30 0.09 0.190 0.050 3 26.3 21.3 4.0 399.0 7.0 0.61 0.18 0.190 0.050 4 32.8 27.8 5.0 394.0 12.0 0.76 0.23 0.190 0.050 5 39.4 34.4 5.0 389.0 17.0 0.76 0.23 0.190 0.050 6 46.0 41.0 4.0 385.0 21.0 0.61 0.18 0.190 0.050 7 52.5 47.5 2.0 383.0 23.0 0.30 0.09 0.190 0.050 8 59.1 54.1 4.0 379.0 27.0 0.61 0.18 0.190 0.050 9 65.7 60.7 5.0 374.0 32.0 0.76 0.23 0.190 0.050 10 72.2 67.2 5.0 369.0 37.0 0.76 0.23 0.190 0.050 11 78.8 73.8 4.0 365.0 41.0 0.61 0.18 0.190 0.050 12 85.4 80.4 10.0 355.0 51.0 1.52 0.46 0.190 0.050 13 91.9 86.9 5.0 350.0 56.0 0.76 0.23 01190 0.050 14 98.5 93.5 50.0 300.0 106.0 7.61 2.29 0.190 0.050 Ook Avg. Skin 7.6 1.13 0.35 0.190 0.050 Ok Toe 300.0 340.16 0.040 0.280 !f► OA Soil Model Parameters/Extensions Skin Toe Case Damping Factor 0.772 0.460 Unloading Quake ($ of loading quake) 35 69 Reloading Level (4 of Ru) 100 100 Unloading Level (16 of Ru) 10 Resistance Gap (included in Toe Quake) (in) 0.020 # Soil Plug Weight (kips) 0.08 Oft Oph - - CAPKAP match quality: 3.10(Force Match) ,A► Observed: final set = 0.071 in; blow count - 168 b/ft Computed: final not - 0.080 in; blow count = 149 b/ft Page 1 Analysis: 15-Oct-2007 Ak Alk A AW Aft .f. ,s ..k .. Ak Ak ww .wk A.► Afw AM AWA Aft Aow ANK w� wU Am. ,m Aft ..a Am .r. AW Aft Alk Ok !k N o d U 04 ] 2m m LL I \ (0o Ook J n 4/sdll sdlN Ok Ook YYY,�i C O O O U lL am n u u n u C> oN r~ 8S U O N o o Olk m LO -- n Oft _ Y O Z v m � a ° = O Ok d @ O (W w9waoeidsia Z (D Aft .M% AWA .S. AWA .t AOW Alk Aw Aft Am ..► AVA Alk Am Ak Aft AM AWA Aok AW Aft Amb Aft Alk AM Am w Alk Ak Ook Ok Olk APPENDIX C Ok CAPWAP RESULTS O* Oft Oft ow Ok ook AOk Alk A Aft Aft Ask 4m .W^ AOW AOW AM Am Am Aft Ak w* .1! Amk opw .0 Aft Ak Ak Aft AWA AM Aft Ak AOk Ak Aft ak .l, APA Pile: TP4 #11 Restrike Proj : Northampton P91 Info: PP9. 625"x0 . 375" SP: 0.492 k/ft"3 AR: 10.3 in^2 WS: 16810 ft/s LE: 52 . 0 ft EM: 30000 KSI --------------------------------------------- ____ EMX: Max Transferred Energy BPM: Blows Per Minute STK: Stroke (O.E.Diesels) RX5 : RMX Capacity (J=0.5) Ok DMX: Max Meas'd Displacement RX7: RMX Capacity (J=0.7) CSB: Max Meas C-Toe Stress RX9: RMX Capacity (J=0.9) CSX: Max Measured C-Stress ------------------------------------------------- ---------------------------- BL# EMX STK DMX CSB CSX BPM RX5 RX7 RX9 kips-ft ft inch ksi ksi bl/min kips kips kips Ok 2 19. 8 7.40 1 .57 3 .25 26. 91 43 .3 133 130 130 3 14 .3 6. 51 1 .52 3 . 97 25.21 46. 0 95 92 91 OW 4 14 .0 6. 34 1 .54 5. 63 26.23 46.6 92 90 90 5 13 .2 6. 14 1 .55 5.26 25.38 47.3 89 88 87 OW 6 12 .7 6. 11 1.47 5.85 25.69 47. 5 88 88 88 Ok 7 12 .4 6. 13 1.48 6.41 25.65 47.4 83 83 83 8 12 .2 5. 92 1 .50 7.14 24.80 48.2 83 79 78 A. 9 13 .0 6. 16 1 .62 6. 90 25.25 47.3 84 84 84 10 12 .4 6 . 08 1 .61 7 .38 25.17 47.6 71 70 70 EMX STK DMX CSB CSX BPM RX5 RX7 RX9 AVG 13 .8 6. 31 1.54 5.75 25.59 46.8 91 89 89 STD 2 .4 0 .44 0 .05 1.42 0.64 1.5 17 17 17 MAX 19 . 8 7.40 1 .62 7.38 26.91 48 .2 133 130 130 Oft MIN 12 .2 5. 92 1.47 3 .25 24.80 43 .3 71 70 70 #BLS 9 9 9 9 9 9 9 9 9 DRIVEN (03-0ct-07 NH11 .Q01) Oft 4% AK AM AW AW Aft AW AOA AM wr 4% .fl .�r ,wk Ak AW .f, Aft ow .k u C- 0 - m I cu a-+ ( 4-J C I (n m I , O U I cu 0 Ob CD o O (n L N (n U Olk V �i Q %in oft m ro ' U) x a' m au o (n 7- Cn 2: X U O U X O X Cu oft 1r) ro X O O O C O 0 CL E °• m I to CU CU I U (U (a f 7 a ow L V) O ` T +1 .c O o o ¢ in u O , 0 0. , O z,¢ - ---------- -Y ro CL ook .-, x ro ro N LO U Ok 7- O x 0 CL x Q O C= x e` 0 0 cc >' 0 0 C (r N 0 � n c I --------------- m aD E w to L '0 i I Cl) 4 a) ► I o L L ► o 0 I LO_ o .-. w sk Z Cn Cl) I 4J µ- C1 1 Q — O Aft r, C i Y ro i Y a) L x I O Cn O + 1 O L W x ! + ' x 0 O (n O (U Q CD CD p 4 co _J O 3 Z O x m W EL ok 40 ORK Ak. .w Ak Aft Ak w, Aft Aft .a, AWA Aft A, Aft ..w Aft Aft Ak Am Ak .AA A. Aft Ak Adk Ak Ak AM Pile: TP3 #32 (EOD) Proj : Northampton p 1 g Info; PP12 . 75"x0 .375" Wall SP: 0.492 k/ft"3 Ok AR: 14 . 6 in^2 WS : 16810 ft/9 LE: 107. 0 ft EM: 30000 KSI oft ------------------------7---------------------------------------------------- Ok EMX: Max Transferred Energy BPM: Blows Per Minute STK: Stroke (O.E.Diesels) RX5: RMX Capacity (J=0. 5) DMX: Max Meas 'd Displacement RX7: RMX Capacity (J=0.7) CSB: Max Meas C-Toe Stress RX9: RMX Capacity (J=0. 9) O' CSX: Max Measured C-Stress ----------------------------------------------------------------------------- BL# depth EMX STK DMX CSB CSX BPM RX5 RX7 RX9 BLC ft kips-ft ft inch ksi ksi bl/min kips kips kipsbl/ft Olk 372 99.42 19.1 8.59 0 .96 25.44 31.33 40.3 342 320 313 254 373 19. 0 8.52 0.95 25.31 31.32 40 .5 341 319 314 249 dam, 374 19.2 8. 59 0 . 95 25.67 31.47 40.3 346 324 317 249 375 18 .5 8.44 0.93 24 .66 30.54 40.6 343 322 313 249 O" 376 18. 5 8.44 0 .94 24.79 30.97 40.6 343 323 313 249 377 18.2 8.40 0 . 93 24 .04 29.80 40.7 341 322 311 249 378 18 .6 8.48 0 .93 23 .88 30.40 40.5 341 323 314 249 379 18.3 8.34 0 . 93 23 .89 30. 19 40.9 337 321 313 249 380 18.0 8.26 0 .92 23 .88 29.77 41.1 338 320 313 249 Oft 381 19.4 8.70 0 . 95 25.01 31.57 40.1 344 329 319 249 382 19.6 8.71 0 . 96 24 .71 31.45 40.0 344 330 321 249 383 19.1 8.61 0. 95 24 .30 30.86 40.2 344 330 322 249 Ok 384 19.4 8.67 0 .96 24 .46 31. 12 40.1 344 327 321 249 385 19.2 8.65 0.96 24 .17 30.67 40 .2 343 325 319 249 386 19.7 8.82 0 . 96 23 .87 31.30 39.8 346 330 319 249 Olk 387 18. 9 8.59 0 . 93 24 .80 31.22 40.3 346 328 318 249 388 18.7 8.55 0 .94 24 .28 30.83 40 .4 343 329 318 249 sk 389 18.8 8 . 59 0 . 94 24 . 07 30.92 40.3 347 327 319 249 390 18.9 8.59 0. 94 23 .87 30.61 40 .3 347 329 320 249 391 19.5 8.72 0 . 95 24 . 84 31. 18 40 .0 348 333 323 249 392 99.50 18.8 8 .53 0 . 93 23 .86 30.30 40 .4 350 335 325 249 oft EMX STK DMX CSB CSX BPM RX5 RX7 RX9 AVG 18 . 9 8 .56 0. 94 24 .47 30.85 40 .4 344 326 317 STD 0 .5 0.13 0. 01 0 .57 0 .53 0.3 3 5 4 MAX 19.7 8 .82 0.96 25.67 31.57 41 .1 350 335 325 MIN 18 . 0 8.26 0. 92 23 .86 29.77 39.8 337 319 311 #BLS 21 21 21 21 21 21 21 21 21 DRIVEN (15-Oct-07 NH32 .Q01) Ok Ok Ok Olk Olk Alk .w w, AWA Ak AW Aw • , Alk Aft •■k Alk Ak Alk AM AM Aft Aft, Alk Aft ARk nw Aft Alk Alk Alk Aft Oft w� Am Ook -- Ok ow Ok opk o o cn o o 1 in v rn 4J CD v cn I cu °, � I 4-J m 1 I to ° u I (1) U) C- Cl) Cu N r-i 1 flu -C Z) fn U N Y rt) I I fo Cu x O � rAA LO U) x m � m U In U • X r X ro M: O O C O Imo" N O O ~ N N I Ln d U I O a ro I 11 O a rx `� ? O U) O JAY. T W Z Q O f O Ul + U Ln (D a .4 qk r Y (o En cl ok ro I ro fL x N ` LO U dQ O 1 fl x x ► x C ro O O Q O 1: +► T O E L C V ro CD 4J w I U) L N O -0 I a� Z CD .4- L O O Ul _ O Cu W Q • Y f0 O L Y F- .Y x ~ U) O M: L X ! " W O O oft O O O O O O Ok O N LD 00 O m m 0) m Ol O M W Z W t- 0_ Q ►— H 0 Z +-J Ak Ak AMA Alk Aft AWA Ak Ask Aft Oak ANk AWA WA Aft AM Ak .Nu Aft APA AM Am Aft AIW Alk xw Ak Oft AM .w� Ak AW Pile: TP2 #41 Restrike Proj : Northampton pg1 Info: PP12 .75"x0 .375" SP: 0 .492 k/ft-3 AR: 14. 6 in"2 WS: 16810 ft/s LE: 98.5 ft EM: 30000 KSI -------------------------------------- ------------------------ --------------- EMX: Max Transferred Energy BPM: Blows Per Minute STK: Stroke (O.E.Diesels) RX5: RMX Capacity (J=0.5) DMX: Max Meas 'd Displacement RX7: RMX Capacity (J=0.7) CSB: Max Meas C-Toe Stress RX9: RMX Capacity (J=0 . 9) CSX: Max Measured C-Stress --------------------------------------------------------- BL# EMX STK DMX CSB CSX BPM RX5 RX7 RX9 kips-ft ft inch ksi ksi bl/min kips kips kips 2 18 . 2 8. 59 0 . 81 22.49 28.39 40.3 369 339 314 3 22 .4 9. 30 0 . 95 24.73 31.15 38 . 8 409 378 355 4 22 .7 9. 71 0 . 95 26.52 32 .03 38 . 0 406 380 354 5 24 . 9 10 .20 0 . 99 28.48 32.73 37.1 426 389 352 6 24 .0 10. 02 0 . 97 28 .06 32 .50 37 .4 414 380 346 7 22 . 8 9 . 70 0 . 95 27.77 31.76 38.0 399 367 337 8 21 .4 9.43 0 . 93 27.31 30.95 38 . 5 376 350 334 9 23 . 3 9. 86 0 . 96 27.62 32.11 37 .7 399 367 340 10 21. 3 9 .39 0.93 27.05 30.83 38 .6 371 350 334 O* 11 21 . 6 9.44 0. 93 26.74 30.98 38 . 5 380 351 328 Oft 12 22 . 2 9.60 0. 95 26.77 31.33 38 .2 383 352 332 13 22 . 1 9.52 0 . 95 26.72 31.23 38 .3 386 354 332 0% 14 19. 0 8.68 0.89 24 .66 29.21 40 .1 353 332 317 15 19. 5 8 .83 0 .91 26.08 29.33 39 .8 356 334 319 Ok 16 19. 8 8 . 90 0. 91 25.99 29.50 39 .6 356 335 318 17 20 . 9 9 .23 0 . 93 25.86 30.49 38 . 9 363 341 326 Oft 18 22 .3 9.60 0.96 26 .79 31.20 38 .2 382 350 329 Oft 19 20 . 7 9 .21 0. 92 25.84 30.22 39. 0 367 339 321 20 20.3 9.04 0 . 93 26.06 30.02 39 . 3 357 341 326 Ok 21 21.0 9.33 0. 92 26.07 30. 57 38 . 7 368 341 325 oft Oft EMX STK DMX CSB CSX BPM RX5 RX7 RX9 AVG 21.5 9 .38 0. 93 26.38 30.83 38.7 381 354 332 000► STD 1.7 0.43 0 .04 1.35 1.14 0 . 9 21 17 12 Ak MAX 24 . 9 10 .20 0 . 99 28.48 32 .73 40. 3 426 389 355 MIN 18.2 8 .59 0 .81 22 .49 28.39 37 . 1 353 332 314 oft #BLS 20 20 20 20 20 20 20 20 20 Ok DRIVEN (03-Oct-07 NH41R.Q01) Ok A Oft OW Ok Of O► A1► Ab Ok Oft w Ak 4m Aft Alk .w ,ow Ak Ar. Ask w� Ak A& ww Ak .WA Aft Am .w Aft .w, .k Alk n.A AMk AM Alk Aft Aft Ok O to o O to I to Q N +1 c L O 4J 41 m I '- En O / O cn LN fU NU (n N m X m ro o U) M: m m oft x v oft U-) ro x ro r- x O o � Ok N Ook CL E . LO I m u . O op► (0 - I a 00% L N O T Cl N L p c to 4-)F- u a ..-+ Ok U' N C O CU r, U Q "1 10 Y ro (n Q Q X ro N �k (D X u N p 0 O X a x M:o o 0 0c >' O o OA p L N N 4-) cu Ok cl E w I U) M I CD L '0 Alk L L I o Zcn N o ;-' w cl O Y C ro Y tv x F— Cn O W x f -W o O O Cn O In O In O to Rl m co _J 0 3 Z O 7- m W M Akk Ak Oft Aft *k Aft Alk .w. •w Am AIM Ak Aft Ak Alk AWA AM Ak Alk Ak Aft Aw .w Aft Alk uw .w, Alk Aft Pile: TP1 #53 Restrike Proj : Northampton p 1 9 Info: PP12 . 75"x0.375" Wall SP: 0.492 k/ft"3 O,1k AR: 14 .6 in"2 WS: 16810 ft/s LE: 94 . 0 ft EM: 30000 KSI ,lk -------------------------------------------------------- -- ------------------- EMX: Max Transferred Energy H: Stroke (O.E.Diesels) STK: Stroke (O.E.Diesels) RX5: RMX Capacity (J=0 . 5) DMX: Max Meas 'd Displacement RX7: RMX Capacity (J=0 .7) CSB: Max Meas C-Toe Stress RX9: RMX Capacity (J=0.9) Ok CSX: Max Measured C-Stress ---------------------------------------------- ------------------------------- BL# depth EMX STK DMX CSB CSX H RX5 RX7 RX9 BLC ft kips-ft ft inch ksi ksi ft kips kips kipsbl/ft 167 20 . 3 8 . 93 0 . 92 27 .70 30 .23 8 .9 397 372 353 249 Oft 168 20. 6 9. 02 0. 92 27 .46 30 .59 9.0 394 372 356 249 Ok 169 20.2 8 . 90 0. 93 27 . 77 30.21 8 .9 400 374 354 249 170 20. 8 9.08 0.92 27 .49 30 .64 9 .1 395 374 354 . 249 0% 171 20. 3 8 . 96 0. 92 27 . 02 30 .33 8 . 9 393 370 355 249 172 19. 5 8 .74 0 . 90 27 . 61 29.79 8 .7 395 371 351 249 Ok 173 19.3 8 . 67 0. 90 27 . 54 29.30 8 .7 388 363 346 249 Ok 174 20 .4 9. 00 0 . 92 27 . 85 30.44 9.0 397 371 355 249 175 18.8 8 . 56 0. 89 27 .02 28 .97 8.5 385 361 344 249 176 19.8 8 . 83 0. 91 27. 93 30.04 8 .8 394 368 353 249 177 20.3 8. 96 0.92 28 .44 30 .18 8 .9 397 371 357 249 Ok 178 20. 0 8. 87 0 .92 28 .09 29.84 8 . 8 393 368 353 249 179 20.2 8 . 90 0.92 28 . 07 30 .13 8 .9 397 371 356 249 180 19. 6 8.79 0. 91 • 27.49 29.69 8 .8 397 373 350 249 181 20. 1 8 . 93 0. 91 27 .16 30 .10 8.9 396 374 353 249 182 20. 1 8 . 91 0. 91 26. 96 29.99 8 . 9 394 370 350 249 183 18.4 8 .54 0 .87 26 .75 28 .89 8.5 386 361 343 249 184 19. 6 8 . 77 0. 91 27 .70 29.70 8 . 7 397 372 353 249 185 18. 8 8 . 60 0.88 26 . 83 29 .14 8 .6 386 361 346 249 Aft 186 20.4 9. 00 0. 92 27 . 38 30 .32 9 . 0 395 372 353 249 Ok 187 91.50 19. 6 8 . 84 0 . 89 26 . 37 29 . 82 8 .8 392 372 352 249 EMX STK DMX CSB CSX H RX5 RX7 RX9 AVG 19. 9 8 . 85 . 0. 91 27 .46 29.92 8.8 394 370 352 STD 0. 6 0. 15 0 . 02 0.51 0.50 0 .2 4 4 4 MAX 20.8 9. 08 0.93 28 .44 30.64 9. 1 400 374 357 MIN 18.4 8. 54 0 .87 26 . 37 28 .89 8 . 5 385 361 343 #BLS 21 21 21 21 21 21 21 21 21 DRIVEN (03-Oct-07 : NH53R.Q01) Ok Ook Oft Ok Ok Ak •k AOW .w� w AMA Alk Oft •w AW Aft AWA AWA Ak Oak a% Ak Afth Aft Aft Oft Alk Pile: TP1 #53 Restrike Proj : Northampton p 1 Info: PP12 . 75"x0 . 375" Wall SP: 0 .492 k/ft"3 9 o% AR: 14 .6 in^2 WS: 16810 ft/s LE: 94 . 0 ft EM: 30000 KSI oft -------------------------------------------------------------------- O, EMX: Max Transferred Energy H: Stroke (O.E.Diesels) STK: Stroke (O.E.Diesels) RX5 : RMX Capacity (J=0.5) DMX: Max Meas 'd Displacement RX7 : RMX Capacity (J=0. 7) CSB: Max Meas C-Toe Stress RX9 : RMX Capacity (J=0. 9) CSX: Max Measured C-Stress oft ------- ------------------------------------------- -------------------- BL# EMX STK DMX CSB CSX H RX5 RX7 RX9 ki p s-ft ft inch ksi ksi ft kips kips kips 2 18 .3 8 . 13 0. 83 23 . 14 28.68 8.1 342 309 294 3 22 .0 9 . 00 0. 93 24 . 94 31.00 9. 0 378 342 331 OF* 4 20 .4 8 .61 0. 91 24 .03 30 .28 8. 6 352 326 314 5 22.3 8 .87 0 . 97 25.19 31.29 8.8 369 334 322 6 21.2 8 .65 0 . 95 24 .54 30 .61 8.6 358 322 312 7 21.8 8.80 0 . 97 24 .49 31.10 8 . 8 356 325 311 8 22 .3 8 .88 0. 99 25.05 31.20 8 . 8 361 327 315 9 21.6 8 .72 0. 97 24 .04 30 . 85 8 .7 355 321 311 10 21.9 8.79 0. 98 24 .82 30. 95 8 . 8 356 321 311 ow" 11 21.0 8 .55 0. 95 24 .35 30.43 8 .5 349 316 305 12 19. 9 8 .39 0 . 93 23 . 17 29. 72 8 .4 337 313 300 13 21.4 8 .72 0. 97 24 .56 30.59 8 .7 352 319 308 14 20.5 8.48 0. 96 24 .08 29. 96 8 .5 343 312 301 15 19.7 8.33 0 . 93 23 .77 29. 54 8 .3 336 313 300 16 20 .5 8 .53 0. 94 24.37 30.06 8 .5 343 316 303 17 20.5 8.53 0. 95 24.42 30.01 8.5 342 315 303 18 20. 1 8 .42 0. 95 23 . 64 29.73 8.4 339 309 301 Ok 19 20 .0 8 .46 0. 94 24 . 03 29.81 8 .4 335 311 300 Ook 20 20 . 7 8.64 0 . 96 24 . 64 30.22 8 .6 341 320 307 Ow EMX STK DMX CSB CSX H RX5 RX7 RX9 !Mt AVG 20 . 8 8 .61 0. 95 24 .28 30.32 8 . 6 350 320 308 Ow STD 1 .0 0.22 0 . 03 0 . 57 0.68 0.2 12 9 9 MAX 22 .3 9.00 0. 99 25.19 31.29 9. 0 378 342 331 Ok MIN 18 .3 8. 13 0. 83 23 . 14 28.68 8. 1 335 309 294 #BLS 19 19 19 19 19 19 19 19 19 DRIVEN (03-Oct-07 NH53R.Q01) h ll► Am Alk •.A w o9w Alk /w AW Ak A►, •* AOM Aft Aft Alft .f, A" Alk Ak Alk ,.. Oft Ask A" A. A, Oft A A* O U) O O U) 1 U) V Q U) V Q Q ) o 4-) C- U) 4-J r-1 n, ` (n Cu 3 Y V7 U En Y ro U) X 0� ro Am m U cn CO M: U O x }C O O M: C O O Aw► E p O Cu "-' N clu Ln CL u CD a ro ty U) II II O Y ook Q L O 1 O >, U) r.1 cn I Y ro (U N _' Q. cc x ro m Ln 0D � O p X O 17 X A 4k ro O O Q a � i-- cn o 0 0 N IC i I I I I I U) OW a '0 I II �I I aj _ � cu OW ,., I N N I I L W L c �+- O Ok o a N �. Z c ro � L Y ry F- Y • x (n O M: X L L1J p O U) O v co Cu lD O O O Cl .-+ r+ m m 0) Ql Ol U) IZ W z W ►- m Q F- + 0 z 1+- •r-J Aft Aft Am Oft ..t Aft �+w Ak 4w Aft Aft Aft .ft Aft Alk Alk Aft Aft .f A Ab A w AWk dAlb ww Aft Aft tl Ok 06 oft Ok Ok APPENDIX B PDA VARIABLES • Plot 1 (left plot): Max Transferred Energy and Stroke + " • Plot 2 (middle plot): Max Displacement at Pile Top and Max Case Method Capacity(Jc=0.5) • Plot 3 (right plot): Max Measured Compression Stress Pile Top and Max "lk Computed Compression Stress Pile Tip Ow Ok Am Ak .wk Ask Aw .sk Aft AW .k Alk AINA .s •% AWA •W Aft AMk .w Aft AW, Am o A* Aft PILES Ok Wave Equation,Analysis of Pile Rausche, F., Goble, G.G., and Likins. Journal of Soil Mechanics-and Foundations - WEAP86 FHWA G.E. and Miner. R., 1985 (b), The Foundations,Vol.98,SM9,pp.917- Ok Contract DTFH61.84-C-00100. Performance of Pile Driving Sys- 937. Likins,G.and Rausche,F.,1988,Ham- tems,FHWA Contract DTFH61-82- mer Inspection Tools,Third Interna- 1-00059. Smith, E.A.L., 1960, Pile Driving #, tional Conference on.the Application Rausche,F.,Likins,G.E.,and Hussein, Analysis by Wave Equation,ASCE, of Stress Wave Theory on Piles, M., 1988, Pile Integrity Evaluation Journal of Soil Mechanics and Editor B.H. Fellenius, BiTech Pub- by Impact Methods, Third Intema- Foundations,SM,Vol.86,pp.36-61. op, lishers Ltd.,Vancouver,pp.659-667, tional Conference on the Application Rausche, F., Goble, G.G., and Likins, of Stress Wave Theory on Piles, G.E., March 1985 (a),'Dynamic Editor B.H. Fellenius, BiTech Pub- Garland Likins,Pile Dynamics,Inc., Determination of Pile Capacity, lishers Ltd.,Vancouver,pp.44-55. Cleveland,Ohio,USA ow ASCE Journal of Geotechnical En- Rausche, F., Moses, F., and Goble, Frank Rausche and Mohamod gineering,Vol. 111,No. 3,pp.367- G.G., 1972,Soil Resistance Predic- Hussein, Goble Rausche Likins and 383. tions from Pile Dynamics, ASCE, Associates,Inc.,Cleveland,Ohio,USA. 00w oft O Ak 4w ok Ob i i atMt►< t Olk Ak 4w Alk Ak Ak AOk ,.w .M, wWA AWA Aft .w Ak Alk Aft Aft ,w* Aft Aft .et Alk AM Aft Ak Aft wk Oak w .wK Ok Ok - RILES thoroughly covered (Rausche et al., planned programme of periodic Pile Dynamics, Inc. in 1972 to further 1985a). dynamic monitoring to confirm consis- develop and promoted the equipment CAPWAP is a further numerical tent hammer performance and soil con- and methods. Through extensive ef- analysis method for confirming the ditions across the site. In particular, forts of education, training,and strong PDA calculated pile capacity. To start since the trend in recent years has been client support,over 200 PDA units have O' the CAPWAP analysis,a wave equation to higher capacity piles. When hammer been placed into operation in 30 soil model is assumed and entered with problems occur,early detection is criti- countries with about 2000 projects the hammer model replaced by the cal to the foundation quality, being tested yearly. As engineers have measured velocity. CAPWAP then cal- On many concrete pile projects,the realized the benefits, this has further culates the force necessary to induce the pile shaft integrity is confirmed using resulted in inclusion in specifications imposed velocity. If the computed and Low Strain Testing by a small hand-held and codes of practice by many agencies O, measured forces do not agree, the soil hammer (Rausche et al., 1988). The governing pile testing. model is changed and the analysis pile Integrity Testerr"i hardware and 'f" repeated (Rausche et al., 1972). This software, developed for this function, Summary 00k alternative process is repeated until no present results in both time and frequen- Static testing to failure is ideal to assess further improvement in the force match cy domain. This method is simple and static bearing capacity but is very ex- Oft can be obtained. Results indicate the quick but only investigates shaft in- pensive and time consuming, limiting static soil resistance distribution,-quake tegrity and is subject to some limita- the number of piles tested. Wave Equa- and damping factors,and stresses along tions. The test can be economically Lion is excellent for predicting the the pile shaft. The CAPWAP analysis applied to a large number of piles to dynamics of pile driving if assumptions can therefore be used to confirm the establish typical records, minimize are realistic. Dynamic measurements wave equation soil assumptions. misinterpretations of single results,and and analysis can verify these assump- assure good quality control, tions. On site,the Case Method with a Dynamic Pile Testing Dynamic pile testing methods have Pile Driving Analyzercan calculate pile The delays and expenses of static test- become widely accepted within the last capacity,monitor hammer performance ing are leading reasons why dynamic decade and benefit all parties-associated and-piles stresses, and investigate pile testing is often requested as a replace-. with a pile project. Since dynamic test- integrity. :Because of their flexibility ment for or supplement to static tests. ing with the PDA and CAPWAP is so and low cost,dynamic testing methods Several piles can be tested per day,and flexible,engineers are creatively adapt- maybe applied to a relatively large per- ..therefore dynamic testing is very cost ing this technique to-their specific ' ' centageofthepilestocutcosts,increase effective. As many soils change projects. The engineer is presented with pile loads,or eliminate problems. The strength with time, restriking the pile much more information to assist in Pile Integrity Tester can evaluate shaft after a waiting period often results in design and construction control. The integrity of all piles at a reasonable cost. more economical foundations for piles contractor obtains information on the A well conceived and properly ex- with set-up (capacity increase) or performance of his hammer system ecuted testing programme will give en- prevents major problems due to relaxa- which can be used to reduce driving gineers, contractors, and owners tion(capacity loss). "Refusal"driving time and lower his costs. Knowledge of confidence in the behaviour of the foun- may underpredict the capacity(similar stresses and pile integrity, can lead to dation. Installation difficuilties will be Ok analogy to static proof tests with small procedures to reduce damage. The detected early in the project and cor- movement only indicting that part of the owner is assured of a higher quality rected. Decisions and production driv- capacity has been mobilized). foundation since more piles are tested. ing will be kept on schedule. Dynamic testing also provides extra in- The faster dynamic testing reduces con- minimizing delays, unnecessary cosh. formation on hammer performance, struction time and is less expensive than and claims aiding the project toward driving stresses, and pile integrity static tests. Testing indicator piles often timely completion to the satisfaction of which is not available by static testing verifies adequate capacity at smaller the owner. Dynamic pile testing has alone. The driving criterion is usually penetration depth for reduced time and become both routine and widespread as established with one particular hammer cost of the foundation. If problems are specifications and codes of practice but can be extended to all types of other detected,they can be corrected early in recognize the value of this powerful hammers,of the same make or different, a project at comparatively modest cost technique. by comparing capacity and transferred and reduce legal problems or construc- energy results from the PDA. tion claims. References Most problems on a piling site are Because of the lower cost and addi- Fellenius,B.H., 1980, The Analysis of due to the hammer system since the tional information provided, dynamic Results from Routine Pile Loading A installing equipment is also relied upon pile testing has been rapidly gaining Tests,Ground Engineering,Vol, 13, for construction control. Therefore,all acceptance worldwide. The research No.6,pp. 19-31. larger projects should have a well begun in 1964 led to the formation of Goble, G.G., and Rausche, F., 1986, GtN*clMKNNe Dect• e•NSX 23 Ok Ok Oft w, A% Ak Aft Ak .ft Alk Ak .., Alk. Aft .w Alk Alk Aft Awk Alk •w, AWA AW Aft Aft Ak Aft ..► Aft ------ Oak PILES Ob OW . PILES Bengt H.Fellenius, Editor Introduction to the Dynamics of Pile Testing Garland Likins, Frank Rausche, and Mohamad Hussein Piles are frequently required for a wide curate due to their over-simplicity in of and time between hammer blows,the range of buildings, bridges, towers, modelling the hammer,driving system, Saximeter calculates the blows per dams,and other massive structures. A pile,and soil. In fact,most foundation minute (or ram stroke for single acting variety of pile types installed by dif- engineers today agree that dynamic for- diesel hammers). By employing radar ferent driving equipment of all types mulae are dangerously unreliable. technology, a Hammer Performance and even layered soils makes estab- Analyzer can measure the ram velocity Ow fishing a safe but economical installa- Wave Equation Analysis of Piles with time(Likins, 1988). ow tion difficult. Traditionally, static (WEAP) The techniques most widely analysis, probe piles, dynamic for- Taking advantage of wave propagation employed today for both measurement ob mulae, and static testing are used to theories, in the 1950's, a discrete and analysis of piles were developed by verify pile foundations. With com- numerical solution with realistic ham- Professor G.G.Goble at Case Institute ow puters and modem electronic measure- mer,pile and soil models was developed of Technology, hence collectively the tok ments, improved techniques for (Smith 1960)and became known as the Case Method (Rausche et al., 1985a). analysis and construction control are "Wave Equation"to which various im- The Case Method requires the measure- o' now available to obtain a safe and povements have been added (Goble ment of pile force and velocity during a economical solution. and Rausche, 1986). Based upon as- hammer blow. Reusable .transducers sumptions of hammer efficiency and are quickly attached to any pile type; Olk Background soil properties,the computerized solu- driven,drilled shaft,or caisson. These Pile capacity may be estimated from tion assumes a capacity and computes a data are sufficient for evaluating pile dam" static analysis based on soil mechanics penetration resistance(blow count)and driving stresses,pile integrity,hammer ok principles and CPT and/or SPT field stresses,producing a so-called bearing performance, and pile capacity. All tests. Unfortunately,different soil test- _ graph. Soil strength changes with time these closed-form solution-results are ing and evaluation methods produce (set-up or relaxation)due to remolding computed in a fraction of a second for widely different solutions, or pore pressure dissipation,should be each hammer blow by the Pile Driving Static testing involves the applica- considered; at every site, some piles Analyzer(PDA) in the field. tion and measurement of static loads should be restruck and the penetration and pile movements. In practice,static resistance recorded. Although the wave Capacity Methods 01% testing either proves the pile can safely equation is an excellent tool, because Using wave propagation theory and as- hold the service load (proof test), or the solution depends on assumptions, suming a uniform elastic pile,the Case establishes an allowable load based on the only method to assure accurate Method total soil resistance (R) active 0* the capacity. Unfortunately,proof test- results is the measurement of hammer during pile driving can be calculated. ing is more prevalent, resulting in and/or pile performance during pile This total resistance, R, is the sum of tW greater foundation costs due to unneces- driving or during restrike to confirm the static,S.(displacement dependent)and sarily long piles. Because of the rela- input assumptions. dynamic,D,(velocity dependent)com- tively high costs and time required for ponents.To extract the static resistance. 0 . static test,generally only a few piles are Dynamic Measurements the following must be carried out: (A) tested. The capacity or failure defini- Pile hammers arc complex devices. Ex- elimination of the damping component; t& tion is also the subject of considerable tensive studies (Rausche et al., 1985b), (B) correction for early unloading of 0A discussion and measurements often show considerable scatter of efficiency shaft resistance;(C)time dependent soil contain substantial errors (Fellenius, values for different hammers making strength changes(i.e., set-up or relaxa- 1980). measurements a necessity. Observa- tion); and (D) no, or very small, pile For centuries,engineers have tried to tions of the ram travel during operation penetration will mobilize only a portion use dynamic formulae to estimate (stroke, blows per minute, etc.) is of the total resistance. The method and capacity. Dynamic formulae are inac- recommended. By detecting the sound these considerations have been GeVVCM.K4J Hews, pecemee•1990 21 Aft Aft Ak .ft ,.k Aft Alk Aft Am Alk AOk AW* Ak .k ww .w Alk. Alk Aft AW Alk Aft Aft .WA *f. AdW 4"w Aak Ask w we AP4 Ai CAPWAPCr", P.I.T.WAPCTm Pile Variable Histories CAPWEAP tk The example CAPWAPC output shows forces and velocities Similar to a conventional wave"Ion,CAP'hW produces at three different locations. Oisplacements, resistance forces a bearing graph relating bearing capacity and pile stresses to !k and transferred energies may also be graphed. blow count. The analysis uses tta CAPWAPC predimed static and dynamic soil resistance parameters. The hammer is ' replaced by the measured pile top input !A •1t 4• OAR _». ... see see .•• ae• PAT.WAP P.LT.WAP Automatic Mode This program (related to CAPWAPC) matches pile top The final result from P.I.T.WAP is the pile Impedance as a velocities based on low strain records (obtained from the function of depth. These values (typically every 250 mm or impact of a small hand-held hammer). Program options 10 inches)may be automatically calculated after the engineer include, calculated and measured velocity vs time has assigned certain soil resistance variables. The program comparisons and Fast Fourier Transforms leading to the displays the progress of adiusanents as shown below. It Mobility or Mechanical Admittance of the pile. indicates with a cursor the toczzions where ilia adjustments are being made in the current analysis cycle. J\. A- M• I'M IOWA ,, t.a ��MI r.• IJ • _� ti• _..�..VI 4• t ..--..41 S. •J •J 1{ _ t 311b1 r IJ aJn ' a rM FO % 1.111ta1s u IIOM 17•C •J L9 7a1M ms • r t•w r 1 Goble Rausche Likins and Associates, Inc. Phone 216-11-6131 4535 Emery Industrial Parkway Cleveland, Ohio 44128 USA Fax 216-331-0916 IT_t�90Z3ot�}e euseix Ukins andlAtffltisin�sS�oe Ak Alk AM Aft A.0 •s, .we .w, Ak *fa AM Adk .f. 4W AM Als► Alk Aft ..b Ak Alk Alk a Ak Ak ••t Adk Ak Alk A% Aft •f► .ft Alk CAPWAPCTM' Final Summary Plot •� - -• ••• Computed and measured pile top forces ... and/or velocity matches (upper left) �•� demonstrate the quality of the final result. The simulated static test (lower left) is • • . . . calculated from pile and soil stiffness and CAPWAPC predicted R,;values.The resulting ••• •• , •.. pile top load set curve may be compared with actual static load tests. The Resistance Oistrlbutlon Plot (tower right) depicts the final results underneath measured force and velocity (upper right) ,• •• •• ••-•• •� with time and length scales chosen such that - Ak the impact time corresponds to the pile top Alk and the pile toe reflection to the end bearing. ...--. .- Olk Residual Force Graph and Table Alfa CAPWAPC includes the residual stress analysts (RSA)feaaure, soil Depth Pile Pile soft Displ. earlier introduced into GRLWEAPTTA. The calculation process sgmnt Below Residual stress Residuat involves several dynamic trial analyses with intermediate static No. Gages Forces Forces calculations which yield the stated a kN kN fang kN - y' equilibrium at the end d the ! ► hammer blow, The thus computed forces remaining In pile and pile Top 3.101 soil are presented in both a table and bar graph (the ultimate soil 1 4.0 14.08 .18 -14.08 3.101 resistance forces are also included for comparison). 2 6.0 24.18 .31 -10.10 3.083 3 8.0 28.08.,_ .36 -3.90 3.054 �••�• L• •.�.. 4 10.0 30.52 .39 -2.44 3.019 w. .. 5 12.0 40.56 .52 -10.04 2.981 6 14.0 59.52 .76 -18.96 2.931 7 16.0 78.57 1.00 -19.04 2.857 a 13.0 93.94 1.20 -15.38 2.760 a 1 I I 9 20.0 111.42 1.42 -17.43 2.644 I ; 10 22.0 134.3E 1.71 -22.96 2.506 I ( 11 24.0 161.76 2.06 -27.38 2.340 12 26.0 198.49 2.53 -36.73 2.140 13 28.0 220.10 2.80 -21.62 1.894 7 ' 15 32.0 161.98 2.06 43.42 1.368 16 34.0 101.86 1.30 60.t2 1.168 Toe 36.0 48.23 .61 53.63 1.042 48.23 The Extrema Table Maxima of compression and tension forces and stresses,velocities, displacements and transferred energies at a limited 0^ number of points are listed as part of the final output. The table also contains absolute stress maxima including their location and time of occurrence. Pile Depth max. min. Max. max. max. max. Max. Sgmnt below Force Force Comp. Tension trnsfd. veloc. Displ. No. Gages Stress Stress Energy m kN kN kN/cm2 kN/cm2 kN - m m/s cm 1 1.0 1821.3 -43.6 23.21 -.62 42.30 3.8 3.601 3 3.0 1923.1 -56.8 24.50 -.72 37.31 3.8 3.150 7 7.0 1843,3 -98.7 23.48 -1.26 31.07 3.7 2.710 10 14 10,0 1829.1 -148.7 23.30 -1.89 28.02 3.6 2.390 14.0 1786.2 -190.1 22.75 -2.42 23.65 3.5 1.970 17 17.0 1665.4 -188.9 21.22 -2.41 19.21 3.4 1.670 21 21.0 1569.5 -188.6 19.99 •2.40 15.02 3.3 1.290 25 25.0 1429.2 -151.0 18.21 •1.92 11.19 3.0 .940 28 28.0 1323.0 •118.9 16.85 •1.51 9.03 2.8 .700 32 32.0 1192.4 .0 15.19 .00 6.29 2.5 .460 35 35.0 956.3 .0 12.18 .00 4.29 2.6 .340 36 36.0 986.6 .0 12.57 .00 3.44 2.5 .306 Absolute 4.0 24.50 (T- 36.1 au) 20.0 -2.60 (T- 64.8 mss) GRL Goo-e Rauscne Likins and Assoc ales, irc Aft w�. w .ft .w Ask Aft .** Alk- .�w •w► Ak Ak AWA AK Aw► Ah ,f .w, Alk .m AOW Ak Aft A% AM AM AM •f Aak Aft Ak Olft Aft TM CAPWAPC The CAPWAPC Pile and Soil Model The CAPWAP Procedure The pile is modeled as a series of continuous segments(with The following block diagram outlines the basic procedure for impedances matching pile cross sectional changes) of iterative calculation of soil model parameters in CAPWAPC. apprcximatety 1 m (3.3 ft) length. Concentrated soil E-rther the automatic or manual mode of CAPWAPC are resistance forces are attached to each or every second pile utilized to perform the necessary calculations. segment along the embedded pile. Major parameters of this model include at each segment,i,the ultimate resistance,Rua the quake,q,the damper.J,and the radiation damping model consisting of J. and mass, Me. Read PDA Measurements; Inspect Data Ouolity Set Up Pile Model; Assume Resistance Parameters Oak . ............................. Adjustments Analysir, Botch Evaluation Unloading Parameters t Al R i Model t Ri OK? NO Ru(, Ri Oistn)Urban t Shaft Yes 41 q J Resistance Ji OK? Damping Ru tRi T IA s t 00k ti ss 0i OK? Ouokes tt r Toe Resistance Match OK? kv&viduol Pororn Pb! and Prin! Results Final Results The Sol Parameter Summary Table For each shaft soil segment and Final CAPWAPC Capacity: Ru 516.8, skin 427.3, Toe 89.0 Kips A the pile toe the CAPWAPC ==s===-=======+==t=. ==ssaeo:s:asrssaaza=zsass�assz=zzss=s__�= calculated results include ultimate 0a capacities, R,,, Smith a Soil Depth Depth Ru Sue of Ru unit Resist. Smith Quake Sgant Below BeLow Respect to D damping factors, and soil UP Doan Depth Res artging quakes. The %-values are also No. Gages Grath Kips Kips Kips K s/ft Kips/ft s/ft inch presented in the font of unit skin Oak friction both with respect to pile 1 6.T 6.7 5.4 516. 4 5.4 .31 .09 length and pile circumferential 2 13,3 13,3 8.6 502.5 14.0 1.29 .14 .251 .120 #0 area. The up' and 'down, 3 20.0 20.0 19.2 483.6 33.2 2.88 .31 251 .120 summations represent the forces 4 26.7 26.7 22.0 461.6 55.2 3.30 .35 .251 .120 in the pile at the predicted ultimate 5 33.3 33.3 38.3 623.3 93.4 5.74 .61 .251 .120 capacity and the total friction to a 6 40.0 40.0 41.2 382.1 134.6 6.18 .66 .251 .120 certain depth, respectively. The a 3.3 3.3 47.9 290.2 175.7 16.6 7.13 .76 251 .120 damping factors are also 9 60.0 60.0 48.9 241.3 275.5 7.33 .73 .251 .12o presented in the form of Case 10 66.7 66.7 47.9 193.4 3233 7.18 .76 .251 .120 damping. Parameters which 11 73.3 73.3 50.8 142.7 374.1 7.62 .81 .251 .120 modify the basic elasto-plastic 12 80.0 80.0 53.7 89.0 427.8 3.05 .86 .251 .120 static soil resistance component Average Skin Values 35.6 5.35 .57 .251 .120 are also appended to the table. They optionally include a soil plug Toe 89.0 26.33 .180 .285 o'' at the pile toe, a too resistance gap, unloadin Soil Model nsons Dararneters/Extei g quakes, a skin Toe w negative ultimate capacity limit, Cue Da�rQing 509 .076 consideration Of residual stresses Unloading Quake (% of toading quake) 1 too and radiation damping. Reloading level (X of Ru) -100 0 Unloading Level (X of Ru) 0 G°L Gce.e Rausche Likens and Assoue!ss. Inc. w Ask Alk Alk A AM Aft ..t Am Aft Alk As Aft Alft Aft 4w Aft .wR Aft Alk Aft Alk 04 .l► Ak • t GRL Software:. CAse Pile Wave Analysis Programs CAPWAPC TM P.I.T.WAPT" PROGRAM HISTORY AND BACKGROUND pile with Continuous segments inc.ude: In the late 1960's, unCer the sponsorship of the Ohio • sl,metric, imperial units Department of Transportation, a program was developed of ' Case Method bearing capacity based on a closed form solution Case Institute of Technology in Cleveland, Ohiot't, which ' Residual Stress Analysis determined the Smithr4 soil resistance parameters from pile ' low Strain Record Matching(P.LT.WAP) to measurements. Originally,a lar a computer • PEBWAP(Pile End Bearing Wave Analysis Procedure)calculates P iv g puler autOma3ieally pole toe resistance vs pile toe movement for end bearing piles sorted the problem for relatively short piles. . Comprehensive numerical and(color)graphics output CAPWAAP, a wave equation analysis using plc top CAPWAP determines that set of soil resistance parameters - measurements instead or a hammer model which produces a best match between measured and - static load-eat curve based on the CAPWAPC results Computed pile top forces and velocity. Rather than modeling • Matching of forces,velocities or upwards aavefing waves 40k and analyzing the hammer, one of the two measured turves is used as a pile top boundary condition. The complememary GIRL offers CAPWAPC analyses by its experienced engineers. 410k quantity is computed and compared with the appropriate However the Program is compatible with the Pile Driving measured curve. CAPWAP is based on the premise that best Analyzer and may be acquired by PDA owners in agreement between measured and computed pile top curves executable form• K requires the following hardware: is achieved with a set of soil resistance parameters which oft most closely approximates the actual soil behavior. The sol • IBM-PC,AT, 386 or other compatible wits, graphics, 640K ram, resistance model is represented by three parameters:ultimate Hard disk and one floppy drive oft resistance, eke and damping. The • Serial Port for HP7400 Series Plotter or compatible P' g prio9� Cart be run - Parallel Port for printer(graphics or Laser printer preferred) interactively by the engineer or in a completety automatic mode. Obvicusty, as in all pile testing, the resulting values The CAPWAPC Software System includes GRLWEAP(Wave represent the soil at the time of testing. Extensive correlations Equation of Pile Driving), 'GRUMAGE (Wave Equation 011h, have been made and reportedi3-'•51. Demonstrator), DATPRO, PAT.WAP and other utilities. ,, Program updates are made available to users with current o Features of the new CAPWAPC' program which models the software support REFERENCES: 1. Goble, G.G., Rausche, F. and Moses, F.,'Dynamic Studies on the Bearing Capacity of Piles.Phaso lit',SMSMD,Report No.48,Case ok Western Reserve University, 1970• 2. Smith, EA.L, -Pile Driving Analysis tq the Wave Equation',Journal or Soil Mechanics and Foundations,ASCF-August 1960,pp.3541. O, 3. Mure,J.N., Kightley, M.L. Gravare, C.J. and Hermansson, L,'CAPWAP-An Economic and Comprehensive Alternative to Traditional Methods of Load Testing of Piles%Piling and Ground Trearmenr For Foundations.Paper 16,Thomas Telford,London,1983,pp.167-174• 4. Niyama•S.,De A Martins,JA de Medeiros,C.,Jr.and Llkins,G.E.,Jr.,'Dynamic Pile Instrumentation in a Calcareous Sand Close to PCR-2 Platform, 31azir,Application of Stress-Wave Theory on Piles, Second Imemadonal Conference,Edited by G. Holm,H.Sredenbery,C.J. Gravare, Swedish Pile Commission,Stockholm,1965,pp, 306.312 S. Seidel,J. and Rausche F., 'Correlation of Static and Dynamic Pile Tests on Large Diameter Drilled Shafts*.Application of Stress-Wave Theory,Stockholm 19x5.pp.31331S. Correlation of CAPWAPC computed and measured static Correlation of ultimate bearing capacity values from CAPWAP load test curves from a PDA and CAPWAPC demonstration at and load tests based on the research work at Case Institute of the 1988 DFI annual conference in Raleigh, NC. Technology. a �tA 300 •oo Z. -- a , w CAP APr t> o..o j:j 1 Y J J grAtt • t v .a u e84 i STATIC LCAO TEST RESLA�s IN►e1 Goble Rausche Likins and Associates, Inc. Cleveland 216-831-6131 Deriver 3034940702 Orlando 407-826-9539 (Main Office) Philadelphia 215-544-ZM Searne 206.715S78s 3P_ Got e P,ausc-•e I_ ^s 6"d 4;._rtes. me Am ..k ,.k AP Alk ..k A ., .w .■k AW Ak ..k Alw Ak .l► .w nk Am ARk wk AM ..t A^ Alk .ft Aak .Ak Alk ,w A, .wk AW oft m Aft 01% Ok Ok Olk ok ok ow APPENDIX A DYNAMIC ANALYSIS LITERATURE Oft Ok AWk Ak Ak Ak ANk Ak 4w ANk Ak Ak Aft Ak Ak Alk AMk •% Oft Alk A"k Alk Ak Aft A**. Ak Alk A Alk ,d► 4 Aft .�w s.. .w, Ak Ak Aft Ak y ! X r _p N 0 y O O N � N �! N CN0 M L a a aj v, m Q o 0 0 � G . (U ook OM 00 O "" a x 04 cav � a � as >4 co a � O Z v AM v � 3 � Aft z a� F• o cv s ,u, H � A .li: WA AWk dk w w4 Ak AM .A► Aft Ak .l Ak •* Ask Aft Aft Alk ,f. .k. Alk Ak Aft Aft Aft Alk Ank H 'v LE U U x a_ U r. N o Nn c a Y a w ¢ N U v a � E u � 0. co CL v rE E v v o O O ti U w0 PQ C 2 z z �E x j C p t H d E u go o ww u _ ►1 '� .4 p" A vJ CL Q w b 1: m o ago .D ssu. o v rJ'.o ca N a v v ` V L O .0 .�.t.' Z `" y N v a V v u x V O O O O O V F E C] w m w w m uj w m d o c> u F R+ a cy td N N N H N N N ry O Oa CL u N m 3 ` � o t.. ` E L d C Q N v oo v a E E u w 0 Ok Ak Aft Alk Ak .m A► Aft .w .•u Aft Aft w % .w, Ak, .k Ak Alk •t Aft AWA Awk wW .w .u, Alft • ► Am, Alk Ak Ak Aft Alk Ak .e. Ok ow O,pk oph 0-k TABLES Ow Ok oft Olk Ok Pik Ok oft Ok Aft •w .W Alk Aft AW AOk Alk AWk Aft Aft Aft Alm ,ft Ak wu Oft .w ,m. ,f •k Aft .ft Aft Aft ww, .wt oak AM Aft Ak Ak Geosciences Testing And Research,Inc. October 16,2007 GTR Project No. 07.167 Page 4 end bearing capacity, and percentage of end bearing are included. The quake and damping soil parameters as determined from the CAPWAP analyses are also presented in Table 2. Conclusions The presented data from the dynamic measurements and their analyses leads to the following findings and conclusions. Based on the Berminghammer B3505 driving system: Olk I. The long term pile capacity for the 12-3/4-inch pipe piles is expected to be at least 400 kips when the hammer is operated at the maximum setting and the piles are driven to an average of 12 bpi for six consecutive inches. Around 75% of the capacity (300 kips) was determined to be developed at the pile tip (CAPWAP on TP2 BOR). 2. The short-term restrike capacity for the 9-5/8-inch pipe piles driven to a penetration of around 51 Olk feet below ground surface is around 85 kips. Around 20% of the capacity (15 kips) was determined to be developed at the pile tip(CAPWAP on TP4 BOR). 3. The maximum compressive and tensile driving stresses were below the allowable limit during testing. 4. The static load test will be used to develop the final driving criteria for the 12-3/4-inch pipe piles. Static pile capacity evaluations determined from dynamic testing provide an estimate of the axial pile bearing capacity at the time of testing. At very high blow counts (low pile set), the Case Method and CAPWAP analyses tend to predict lower capacities, since not all of the soil resistance may be fully mobilized, particularly at the pile toe. Other factors not considered in this analysis are bending, ! " downdrag, lateral and uplift requirements, cyclic loading, effective stress changes (e.g. due to changes in oft the water table, excavations, and/or fills), settlement, and pile group effects. The foundation designer Ok should evaluate if any of these issues are applicable to the pile design. This report has been prepared in accordance with generally accepted geotechnical engineering principles with specific application to this project. Our conclusions are based on applicable standards of practice, including any information reported to and/or prepared for us. No other warranty, expressed or implied, is made. If you have any questions regarding this report, please do not hesitate to contact us. Sincerely, Geosciences Testing and Research, Inc, Curtis George Les R. Chernauskas Project Engineer Principal Engineer Attachments: Tables 1 and 2, Appendices A through C 07.167 Daily Hampshire Gazette PDA Report.doc Oft Ok Oft .w .w Ak Aft .k Aft AM .w Ak Ask w, Aft Aft Ak A% *w •w AWA .f ..t .w ..R AK •+. wA .M AMk w. ASk Aft 4" Ak Aft Alk AOk ,0► Geosciences Testing And Research,Inc, October 16,2007 Olk GTR Project No. 07.167 Page 3 014 and maximum computed compressive stress at the pile tip right p lot) are presented for the test pi les in Appendix B. Appendix B also contains the above data, and additional data, in tabular form. In Table 1,the Case Method capacity represents an average over the blow count (end of driving) or blow numbers (restrike). One CAPWAP analyses was performed on a selected blow within the first few blows at the beginning of restrike (BOR)on selected piles (TP2 and TP4). Appendix C contains the full results of the CAPWAP analysis and Table 2 summarizes the CAPWAP results. Field Observations and Hammer Performance oft Test piles TP1 thru TP3 consisted of two 55-foot pile sections spliced together. Test piles TP1 and TP2 were installed to a depth of around 90 to 95 feet at blow counts ranging between 10 and 15 /u► blows per inch (bpi) or average of around 12 bpi. The piles were then restruck the next day with the dynamic testing instrumentation gages attached for approximately 20 blows. TPl was then redriven 0^ another 1.5 feet to 20 bpi (practical refusal). Test pile TP3 was installed to a depth of around 93 feet, at which point the dynamic testing instrumentation gages were attached to the pile. The pile was then driven to 99.5 feet below ground surface at a blow count of around 20 bpi for the last inch (refusal). Test pile TP4 was initially driven to the minimum tip elevation in the project drawings resulting ± " in a pile penetration of around 51 feet below ground surface without the PDA gages attached. The pile was restruck the next day with the dynamic testing instrumentation gages attached to the pile for approximately 10 blows. The hammer was operated at the maximum setting corresponding to transferred energies ranging between 19 to 25 kip-ft for TP1 through TP3 during BOR/EOR/EOD. The transferred energy averaged around 13 kip-ft for TP4 during BOR. Pile Integrity and Stresses The maximum compressive and tensile driving stresses were below the allowable limit(41.5 ksi) throughout testing. The pile cap should be positioned directly over the pile axial center of gravity to maintain good hammer alignment during driving. This minimizes bending stresses and keeps local stress concentrations to a minimum. There were no signs of significant misalignment between the pile 40 and hammer during testing. Pile Bearing Capacity At refusal during EOD/EOR, the Case Method field capacity was around 350 to 400 kips. The Case Method field capacity ranged between approximately 380 kips and 420 kips during restrike when the blow count averaged around 12 bpi at EOD. The Energy Approach method, which can be used to ow predict long-term pile capacity from EOD records, indicated a capacity of around 460 kips for TP3 driven to refusal. The Case Method field capacity for TP4 was 89 kips upon restrike. CAPWAP analyses were performed on pile TP2 during restrike and TP4 during restrike. The CAPWAP capacities were determined to be 405 kips and 85 kips, respectively, for TP2 and TP4. Table 'ft 2 presents the results of the CAPWAP analyses in more detail. The total capacity, frictional capacity, Alk .A. Aft w w., AWA ..t •w Aft wee Aft Alk .k AW ASK Ak Ak ..t 4w A+a AO% OWA Ak Awk •f Aft A.► Aft A06 .wt Aft Ak +t Aft Geosciences Testing And Research,Inc. October 16,2007 ` GTR Project No. 07.167 Page 2 Piles The design load of the 12-3/4-in O.D. by 0.375-in wall steel pipe piles (TPlthrough TP3) is 200 kips (100 tons). Based on a Factor of Safety of 2, the ultimate capacity is 400 kips (200 tons). The cross-sectional area of the piles is 14.6 square inches. It is our understanding that the ultimate capacity of the 9-5/8-in O.D. by 0.375-in wall steel pipe piles (TP4) is 60 kips (30 tons). The cross-sectional area of the 9-5/8-in OD pipe piles is 10.3 square inches. The maximum allowable compressive driving stress is 41.5 kips per square inch (ksi), based on AASHTO guidelines of 90% of the minimum yield strength AM' of 45 ksi. Steel plates were welded to the tips of the piles. Ok Driving System A Berminghammer B3505 single acting diesel hammer with a rated energy of 47.2 kip-ft (ram weight of 4 kips and a maximum stroke of 11.8 feet)was used to drive the piles. The helmet weight is 2 kips. ok Instrumentation The instrumentation consists of two strain gages and two accelerometer transducers attached a minimum of 3 feet below the pile top. One strain gage and one accelerometer were placed on opposite sides of the pile circumference (180 degrees) to minimize the effects of uneven impact and pile bending. Ok This instrumentation provides information about driving stresses (compressive and tensile), hammer ow performance (transferred energy), and pile bearing capacity. The PDA is a computer fitted with a data acquisition and signal conditioning system. During driving, the strain and acceleration signals are recorded and processed for each hammer blow. The strain signal is converted to a force record and the acceleration signal is converted to a velocity record. ! The PDA saves selected hammer blows containing this information to disk and determines the Ok compressive stresses, displacement, and energy at the point of measurement (pile top). in addition, the pile bearing capacity can be estimated in the field using the Case Method. This information can be viewed on the computer screen during driving. Selected blows can be further processed to predict the ,l► static pile capacity using the CAPWAP analysis. Refer to Appendix A for literature on the dynamic testing, the Case Method, and CAPWAP. O► Results General The results of the dynamic testing program are summarized in Table 1, which includes the driven depth, blow count, stroke, maximum transferred energy, maximum pile top displacement, and maximum compressive stress. The blow count was recorded by others. The transferred energy, maximum pile top ok displacement, and maximum compressive stress are determined by the PDA at the gage locations. Also included in Table I is the pile bearing capacity as determined by the Case Method in the o► field and CAPWAP analysis in the office. Three separate PDA plots of various parameters (maximum ok transferred energy and stroke - left plot, maximum measured pile top displacement and RMX Case Method capacity with Jc=0.5 - middle plot, and maximum measured compressive stress at the pile top Olk O► o► •w, Alk AM .lk> Alk ww ,.k w wk .w. .w Aft .. Alk ,ft Am Aft Aft. AW ANk lak Aft Alk Ak AW .w .■W Alk 4m Ak AOW Aft Ak Ak AM, Ak .M ,w, GEOSCIENCES TESTING AND RESEARCH,INC. 55,Middlesex Street, Suite 225,N. Chelmsford, MA 01863 ,. Ph: (978)251-9395, Fx: (978)251-9396 October 16, 2007 GTR Project# - 07.167 Mr. Michael Lally Sea and Shore Contracting 101 Messina Drive Braintree, MA 02184 Re: Dynamic Load Test Report Hampshire Daily Gazette North Hampton, MA Dear Mike: 0k At your request, we have performed dynamic pile testing at the above-referenced site on October 2, 2007. The dynamic testing was requested in order to evaluate pile capacity, driving stresses, and hammer performance during test pile installation. Testing was conducted using the Pile Driving Analyzer M (PDA) Model 586 PAK, which records, digitizes, and processes the force and acceleration signals for use in the Case Method and CAPWAP analyses. The dynamic testing was carried out in general accordance with ASTM D4945, "Standard Test Method for High Strain Dynamic Testing of Piles." Background and Site Description A single-story steel office building addition is proposed to be constructed in North Hampton, MA. Steel pipe piles (12-3/4-in O.D. by 0.375-in wall and 9-5/8-in O.D. by 0.352-in wall) were driven for the support of the proposed structure. Four test piles (TPI-TP4) were tested during either the end of Ok driving (EOD) or beginning of restrike(BOR) at production pile locations on October 2, 2007. Olk Field Details #A Subsurface Conditions Borings HGZ-1 through HGZ-3 were performed within the proposed structure footprint. The subsurface conditions under the site near the surface consist of approximately 25 feet of very loose to medium dense, fine to fine to coarse sand with minor amounts of silt and gravel. A deposit of soft to medium stiff varved silt and clay underlies the sand layer. There were thin layers (1/16`h inch) of fine sand frequently encountered in the varved silt and clay layer. One boring, HGZ-2, extend into a glacial till layer around 95 feet below grade. The glacial till is dense to very dense and composed primarily of silt with varying amounts of sand and traces of gravel and clay. Groundwater was observed around 10 feet below grade at the time of drilling. For a more detailed description of the subsurface conditions, refer to the Geotechnical Report and/or the boring logs. Olk Ok ok Oft Awk Ak .Vw .W► .f, Ak Aft Alk ww Ark Ak Ak Ab • AWA sw Aft AW Am ww OMK Aft .dft Ak Ar, AK Alk �w Am •* APPENDIX D Ak Aft .W► .wa Ax OL w, Ak Ask Aft Aft .WA ANk Aft O.►. Alft 4ow ft Aft A Aft AM .r A ,w. Ak �s, PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY 4k,rt;tx:oo A SEPARATE SHEET TO BE USED FOR EACH PILE 1; BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR avZ PILE TYPE Siett Pipe, #a (,GENERAL NO REF. �{ PILE DIA. 3u LEVEL OF TOE GROUND (o' L CONCRETED LEVEL blC� LEVEL LEVEL 2,DRIVING DATE f� DATE I AIR STARTED �v I� 07 COMPLETED IO' IS.-07 TEMPERATURE 5 D ERROR IN ERROR IN DEPTH EPTH q / 0 PLAN PLUMB DRIVEN K/ TYPE �(�[ DEPTH PENETRATION OBSTRUCTIONS ENCOUNTERED TIME 4,*STEEL BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO -- HELIX BARS/PITCH DIAMETER ALL STEEL DATE TYPE OF CONCRETE 5,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU I _ WORK MIX SLUMP SUPPLIER ONLY � .*HAMMER �� C M*SS CAST-IN-SITU CONCRETE PILES ONLY 100�15p L'P5 ESTIMATED QUANTITY OF CONCRETE IN BULB Oft I,FINAL SET OOS DROP OF MOVEMENT BL )I� HAMMER OF PILE / 8, p C PRECAST COMPONENTS OF PILE A D r B CONCRETE LENGTH OF COMPONENT ----. _ PILES REF. N0./DATE CAST ONLY 01D. LEVEL OF JOINT ' 9,PILE DEPTH NO.OF HAMMER DEPTH NO.0F HAMMER DEPTH NO.OF HAMMER, DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOVdS DROP DRIVEN BLOWS DROP 10` aR �io' 3l LOG oft `E5' - OTHER � REMARKS MAY J ?7 I BE RECORDED ON REVERSE — - _---- 51GE OF THIS --- SHEET. �_ �11 -- - i- a - -- - - — -- - -- > ► 5' 35 l" J6 --- -- — ---- - — -- ,, NOTE * IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER FOR THE FIRST PILE ONLY IN EACH BLOCK. 380 00 • * Aftk Ak ANk A** Aft Aft Alk Aft .w Aft ,M, Aft Aft Alk Oft Aw� Ak .ft Aft Ak ANk 4m Aft PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE Oft BLOCK NUMBER L DRAWING NUMBER SUB CONTRACTOR PILE TYPE 4 �l C A PILE REF, q�eas+o �dumn 3 1,GENERAL / PILE DIA. 1 LEVEL OF N0. �� TOE � �-53 �. � � " GROUND I CUT OFF CONCRETED � LEVEL(f i I U LEVEL'',' LEVEL x 2,DR1ViNG STARTED tb c)-7 COMPLETED TEMPERATURE ` `5 U ERROR IN ook POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN ok TYPE DEPTH PENETRATION OBSTRUCTIONS ENCOUNTERED TIME 4.*STEEL BARSF DIAMETER LENGTH MAIN ok LINKS OR CENTRES OF DIAMETER COVER TO . HELIX BARS/PITCH ALL STEEL ook- DATE TYPE OF CONCRETE pC � MONCRETE STARTED - CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY TYPE MASS CAST-IN-SITU CONCRETE PILES ONLY 6,*HAMMER �' L ESTIMAT D QUANTITY OF CONCRETE IN BULB oft I,FINAL SET 8L0W� DROP OF *rCn MOVEMENT �� HAMMER OF PILE B 8, CAS COMPONENTS OF PILE A B C O �• CO TE LENGTH OF COMPONENT oft fI S REF N0./DATE CAST ' Oft ({ LY O.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMtR DEPTH NO.OF: HAMMER DEPTH NO.OF HAMMER DEPTH NO OF HAMMER ' DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG /70 OTHER REMARKS MAY BE RECORDED -- ' ;. ;)L-.I J- 0 N REVERSE -. --- I ok SIDE OF THIS - -� - - --- -- -I - --- SHEET I J oft NO I E IF THERE ARE NG CH4NGES TO BE RECORDED ITEMS 4 &. 5 NEED BE COMPLETED SIGNED CONTR,CT SITE ENGINEER FOR THE FIRST PILE ONLY fN EACH BLOCK_ 380 o r AM Aft .s. AW ... w� *w Alk .R Aft Aft AuM, wR AM Aft •k Ak law Aft .ft Aw Alk Alk Aft Ak .u, .w Alk PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY I> A SEPARATE SHEET TO BE USED FOR EACH PILE 0—ft BLOCK NUMB R DRAWING NUMBER SUB CONTROOR PILE TYPE ' ok I,GENERAL N`O, REF. ��`i°`t""irt�Tl PILE DIA. �. LEVEL OF �5_lp- . — TOE GROUND CUT OFF 8 5' CONCRETED LEVEL LEVEL LEVEL 2,DRIVING DATE I , DATE n AIR STARTED I ' COMPLET€D TEMPERATURE. ERROR IN ERROR IN DEPTH POSITION ,J PLUMB DRIVEN '-IY ON PLAN TYPE DEPTH PENETRATION , OBSTRUCTIONS �' � ENCOUNTERED TIME �-- ook 4'*S t T EL BARS F DIAMETER LENGTH ok MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX T BARS/PITCH ALL STEEL DATE TYPE OF CONCRETE 5ANCRE�E STARTED CEMENT TEMPERATURE CAST-IN-SITU t WORK MIX SLUMP SUPPLIER ONLY 6.*HAMMER TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY - _ ESTIMATED QUANTITY OF CONCRETE IN BULB UINAL SET BLOWS HAMMER OF PI E &PRECAST COMPONENTS OF PILE A B - G -D` a CONCRETE LENGTH OF COMPONENT Oft PILES REF. N0./DATE CAST ({ ONLY O.D. LEVEL OF JOINT - 9,PILE DEPTH NO.OP HAMMER DEPTH N0 OF fiAMMER DEPTH NO.OF HAMf1EP, GEPTN PIO OE HAM 1ER DRIVEN BLOWS DROP DRIVEN BLOWS DROP ORfVEN BLOW'S DROP DRIVEN BLOWS DROP - DRIVING ~— — LoG ' OTHER -- —.. e^ REMARKS MAY BE RECORDED F ok ON REVERSE SIDE OF THIS - -- -- �`-- -- - _olk SHEET. --- -__ ___.-._ -�� --- -- - _ --_- -- - -- __ - � - - - -i--- NOTE IF THERE ARE NO CHANGES TO j #, BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED �SIGfdEE CCNTR�.CT SITE Erg,IrIEER FOR THE FIRST P)LE ONLY IN EACH BLOCK. ____-_._._--_ -------"--_I olk 004 380 o Ik AOW A * AW Aw Aft Aft Ak Aw, Ate. A�tle As, Am Ak .ft Ae, Aft A!k Alk At A Ak Ak �ww A•R Aft Aft At Aw Ak Alk Aft AW, Aft Alk Aft- Alk PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY , ► A SEPARATE SHEET TO BE USED FOR EACH PILE ow BLOCK NUMBER AWING NUMBER. p SUB CONTRACTOR'S;, JI-1 ILE TYPE !,GENERAL NoE REF. }B�sA��h , PI LE DIA. co�w•muf}l{ LEVEL OF TOE GROUND �01 CUTOFF ��3 CONCRETED LEVEL LEVEL LEVEL 2,011IVING DATE DATE AIR t v STARTED `!` COMPLETED i TEMPERATURE �= ERROR IN POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN �l ' TYPE DEPTH PENETRATION !p► BSTRUCTIONS ENCOUNTERED TIME ok 4,*STEEL NO. OF BARS DIAMETER LENGTH ok MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL 5,CONGRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY it 6.*HAMMER TYPE MASS CAST-IN-SITU CONCRETE PILES ONLY ESTIMATED QUANTITY OF CONCRETE IN BULB NO O. DROP OF MOVEMENT 7.FINAL SET BLOWS HAMMER p OF PILE &PRECAST COMPONENTS OF PILE A B C� D CONCRETE LENGTH OF COMPONENT �^ — PILES REF. N0./DATE CAST ONLY O,D. LEVEL OF JOINT --- -�_ _ -- "-- --- ---- --------_ 9 [}II C DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DEPTH NO OF HAMMER GEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS .DROP DRIVEN BLOWS DROP DRIVEN BLOV/S DROP LOG -- — ---- -— --— -- — ---- I : _ -t I ok OTHER IU REMARKS MAY _ BE RECORDED Ok ON REVERSE SIDE O F THIS u — > - - -- --�---- - —---I ok SHEET { NOTE IF THERE ARE NO CHANGES TO BE RECORDED ITEMS a & 6 NEED BE COMPLETED SIGNED ^OFJTRti.CT SITE ErIGIr�EEe FOR THE FIRST PILE ONLY IN EACH BLOCK.. _. - --- 380 I 40 Alk A^ -Ok AK w .w Ak Ak Ak .w Aft Adk AM Aft .f, AM* .e. AW ..w Alk Aw, .w AV* AIM Alft Aft ak .M1 w PILE RECORDS 70 BE SUBMITTED TO OFFICE DAILY 1n�S A SEPARATE SHEET TO BE USED FOR EACH PILE a5 kBLCK NUMBER DRAWING NUMBER SUB CONTRACTOR 3to� �'5,ybw_ PILE TYPE gfoj P'Y ow q PILE REF. Ott,' SLL a"F 3 PILE DIA J . (,GENERAL "�` 5A I �I LEVEL OF NO SU { TOE ! ► GROUND tt CUT OFF �j� 'j� CONCRETED LEVEL LEVEL LEVEL q ,A► 2,URIVING DATE DATE AIR STARTED tb-15-0 COMPLETED 10`15 C)-1 TEMPERATURE 5 5 a ERROR IN POSITION ERROR IN DEPTH 9a ' ON PLAN PLUMB DRIVEN TYPE DEPTH PENETRATION OBSTRUCTIONS now-, ENCOUNTERED �~ TIME 4,*STEEL EARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL 5XIONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY r7.FINAL HAMMER , TYPE M}lSS CAST-IN-SITU CONCRETE PILES ONLY k% ESTIMATED QUANTITY OF CONCRETE IN BULB 91 C6 SET BLOWS DROP OF MOVEMENT L �I HAMMER � OF PILE Im 8,PRECASTC COMPONENTS OF PILE_ A B C D CONCRETE LENGTH OF COMPONENT - i ---- PILES REF. N0./DATE CAST ONLY O.D. LEVEL OF JOINT 9.PI1 E (? DEPTH NO.OF HAMMER DEPTH N0 DF HAMMER DEPTH NO. OF HANIMFR DEPTH NO-OF KAMMER DRIVING DRIVEN BLOWS DROP DRIVEN SLOWS DROP DRIVEN BLUW:S - R DOP DRIVEN BLOWS DROP LOG -- ��, 9 60' 3a I ok ok OTHER JC)-_ - REMARKS MAY BE RECORDED I I as 1�-- -- ---- ON REVERSE —�- SIDE OF THIS - ► SHEE r. �-� - -- PF , t - - j - - - [BE TE R IF THERE ARE NO CHANGES TO RECORDED ITEMS 4 & 6 NEED BE COMPLECOtITRACT SITE ENSINEER R THE FIRST PILE ONLY Its EACH BLOCK. _- 380 .w AW Aft .w Aft AW AM Aft .w Alk w Alk .m Ask Ak AM •9% A•* Ak Ak Aft AWA Aft 4w Aft .w 4ft ** 4m Aft A*. •w *f, .eA ow PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY ollh� . A SEPARATE SHEET TO BE USED FOR EACH PILE ; y_a BLOCK NUMBER DRAWING NUMBER ow SUB CONTRACTOR PILE TYPE S�& p PILE REF, IV foSF i o✓"cdum/1' PILE D1A. LEVEL OF � (,GENERAL N0. 'SA31 —4401. �a3��1 70E . GROUND j CUT OFF yipu CONCRETED LEVEL LEVEL / LEVEL DATE /, DATE (/�� ''} AIR 2,DRIVING STARTED �V"I� -�� COMPLETED �V / TEMPERATURE 55 ERROR IN ERROR IN DEPTH ' POSITION PLUMB DRIVEN ON PLAN BST(iUGTIONS TYPE DEPTH PENETRATION 1.1 ENCOUNTERED TIME 4. STEEL BAORSF DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO ok HELIX BARS/PITCH DIAMETER ALL STEEL 5,CUNCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ! ONLY p ow ��*HAMMER �Qe'rn_APE +9P; MASS CAST-IN-SITU CONCRETE PILES ONLY ESTIMATED QUANTITY OF CONCRETE IN BULB I,FINAL SET BLOWS HANIM ENT FR II OF PILE ow 8,PRECAST CON-1PONENTS OF PILE _A B c D CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST ONLY O.D. LEVEL OF JOINT ^— -- - —J 9,PILE DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DEPTH No.OF HAMMER DEPTH NO.OF HAMMER Ift DRIVING ORWEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN 6tOWS DROP Oft LOG I(" — 31 ao` 9 OTHER —_ REMARKS MAY BE RECORDED ON REVERSE q SIDE OF THIS I�— i--. ' SHEET, �� -- � (' 11 l0 (o5 I. NOTE F THERE ARE Pd C; CHp ICES TO BE RECORDED ITEMS A & 6 NEED BE COMP(ETED 51GP1ED CONTR,,,--T SITE ErjCj4EER FOR THE FIRST PILE ONLY IN E/NCH BLOCK. 39D Alk A*. Am Ak AM Allk .k AM Ak Ak AW Alk A .** AM Aft Ak Am Aft .w wk AM AW Ak Aft 4., AM A% sy Aft A^ 1, PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE ��; c / BLOCK NUMBER DRkWING NUMBER lik SUB CONTRACTOR PILE TYPE lea eP2 Ik (,GENERAL NIoE REF, "8'sou*h A-7 ft,,j PILE DIA. " LEVEL OF i�lb TOE } GROUND CUTOFF`', 711 CONCRETED LEVEL LEVEL LEVEL S q 2,0RIVING STARTED DATE �Q-IS-C�JJ AIR Jr SO IU &Cn COMPLETED TEMPERATURE ERROR IN ERROR IN DEPTH POSITION qj. a5 ' ON PLAN PLUMB DRIVEN ' TYPE � p DEPTH PENETRATION OBSTRUCTIONS �-' ENCOUNTERED TIME ! " 4,*STEEL BAORSF - DIAMETER LENGTH✓ MAIN LINt S OR CENTRES OF COVER TO �i>:L1F BARS/PITCH DIAMETER ALL STEEL 5,CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU i WORK MIX SLUMP SUPPLIER !l ONLY !�J mm°.( 0'ss CAST-IN-SITU CONCRETE PILES ONLY 6.*HAMMER A p Li KIPS ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL JET NO.0. n DROP OF C�F SLR MO`IEMFNT 'rt J BLOWS d� HAMMER { �C OF PILE SrPRECAST COMPONENTS OF PILE CONCRETE -- --- LENGTH OF COMPONENT/ PILES REF. NO_/DATE CAST ONLY O.D. LEVEL OF%JOINT jl ' 9.PILE DEPTH NV OF HAMMER DEPTH N0 OF MMER DEPTH N OF HAMMER DEPTH N0 OF HAMP.IEA DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN 4'dS DROP DRIVEN BLOVIS DROP LOG V 36 -_ �Q' -31_ (5, 3 7 5' r'' 25` 19 �' OTHER REMARKS MAY BE R`:CORDEO ON REVERSE SIDE OF THIS I SHEET. '?� o'+a — f '- -- --- l - f 55 ---� - Coa �ac? i— i_ ------ -- ---?-- - _ ---- —I--- NOTE IF THERE ARE NG CHANGES TO j BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE E^Ir,01EEP-. FOR THE FIRST PILE ONLY IN ELCH BLOCK,_ 380 Ak AMW Aft Aft AW .w, W. ••* A Im Alk ANk Ak Am AWA Aft Alft Ak 4w w Ak Ae, Aow Ak Ak A•, rw Ak .k, oft PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY 5I,c,: , , o► A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER *'" SUB CONTRACTOR Q � PILE TYPE NILE REF. 48' ke h � �m� PILE DIA. LEVEL OF 1,GENERAL 1 y7 TOE ow GROUND 1 CUT OFF 11 3 CONCRETED LEVEL LEVEL LEVEL Ok �7 `' 2,DRIVING DATE TARTED ,b'IJ �� COMPLETED Iv TEMPERATURE �� O oft ERROR IN ERROR IN DEPTH (C/ POSITION f PLUMB ON PLAN DRIVEN 40 at f, TYPE �-�^ n DEPTH PENETRATION OBSTRUCTIONS I K� ENCOUNTERED TIME - Ok 4'*STCEL NO, OF BARS DIAMETER LENGTH oft MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL 0% &CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE 0% CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY F M*SS CAST-IN-SITU CONCRETE PILES ONLY 6.*HAMMER HAMMER tr y Kid$ ESTIMATED QUANTITY OF CONCRETE IN BULB NO. DROP OF M0VE M 7 ENT f FINAL SET O. �}� (�,j Ok BLOWS os HAMMER OF PILE , p 1 nn `` &PRECAST COMPONENTS OF PILE A D C U CONCRETE LENGTH OF COMPONENT PILES REF, NO./DATE CAST - - ONLY O.D. LEVEL OF JOINT --- _-__._.---- ------.--- - + [ -- - — -- 9 PILE UEPTFf NO OF HAMMER DEPTH NO. HAMMER DEPTH NO OF HAMMER DEPTH NO OF HArWER DRIVING DRIVEN BLOWS DROP DRIVEN BLO'JS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG 3a — -70 — — �— �� ---- - -- -- 1 5' 33 75' 014 OTHER '9 _ u REMARKS MAY BE RECORDED ON REVERSE - — n — i --�---- - — — SIDE OF THIS Y -- -- -- - — -- - --- --- I— � SHEET. I NOTE * fF THERE L,RE NCi CHANGeS TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGHED CONTR:,CT SITE ENG{NEEP � FOR THE FIRST PILE ONLY IN EACH 380 Aft Ask AW Alk Alk Aft AWA Aft Aft .w .w +sA .w AWk w► •lk 4m AOW Aft .A► AOM Alk Ak A AN% Ank Aft Aak .k .lk AIW AVA Ak PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY T A SEPARATE SHEET TO BE USED FOR EACH PILE Ste'10 z)(- BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR ' 1 � � PILE TYPEL �� 1,GENERAL PILE REF. vS'50A of cdk l I PILE DIA. A LEVEL OF NO. �►(p �q3 TOE GROUND ��I CUT OFF 8 `� ' CONCRETED LEVEL LEVEL LEVEL 2 DATE,DRIVING STARTED AIR '/1 DATE 1�-I��O� COMPLETED �0-l(�`D`� TEMPERATURE ERROR IN POSITION ERROR IN DEPTH 9a I ! ON PLAN PLUMB DRIVEN 3. TYPE DEPTH PENETRATION BSTRUCTIONS �x ~-- �, ENCOUNTERED TIME ! ► 4,*STEEL B RS DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO pR HELIX BARS/PITCH DIAMETER ALL STEEL 5,CUNCRETE DATE TYPE OF CONCRETE . STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ok ONLY T ok 6.*HAMMER !It"� 7TYCiPE' :'t MkSS CAST-IN-SITU CONCRETE PILES ONLY '}k� v �( 1(3� ESTIMATED QUANTITY OF CONCRETE IN BULB 7 (,FINAL SET NO 0. DROP OF MO`sEMENT BLOWS �� HAMMER OF PILE 8NECUf COMPONENTS OF PILE A B U` L/` CO ETE LENGTH OF COMPONENT PI REF. N0./DATE CAST ok LY -- O.D. LEVEL OF JOINT — - -- -- _ _. — -- 9,PI( C DEPTH NO OF HAMMER DEPTH NO.OF HAMMER DEPTH NO. OF HAtAMER DEPTH N0.OF HAt,1t.1ER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS' DROP 0MVEN BL04vS DROP DRIVEN BLOWS DROP ok LOG �o' 3a 7d' a� -�- - - -1 - 18 Oft 15' 33 �S' � - OTHER REMARKS MAY BE RECORDED ON REVERSE L r I SIDE OF THIS — ----- OW SHEET ' NOTE ' IF THERE ARE NG CH-INGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED �SlGtP ED CONTRNCT SIT- Et1GINEEP, FOR THE FIRST PILE ONLY M EACH BLOCK, ------_-- ----- -- 380 Aft ok 4w o AMA .lk .sk AW AM Am ANA Ak Ak .w 4w ►. ,w +.k 4w *m Aft Ak AMk Alk AW AWk 40k •.A AM Am .O, .wk .. .w Atk Aft Alk PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY 5�--- [b jo A SEPARATE SHEET TO BE USED FOR EACH PILE Of BLOCK NUMBER - Y DRAWING NUMBER 00-k SUB CONTRACTORe PILE TYPE { (,GENERAL NIOLE REF. �umRSPc� PILE DIA. ?�yll LEVEL OF TOE I GROUND �� CUT OFF 71��f CONCRETED q LEVEL LEVEL LEVEL [,DRIVING DATE TARTED 10-��–�� COMPLETED TEMPERATURE J�5 ERROR IN ERROR IN DEP POSITION TH ' PLUMB DRIVEN f �J ON PLAN TYPE � DEPTH PENETRATION _ BSTRUCTIONS G ENCOUNTERED TIME 4,*STEEL NO.OF BARS DIAMETER LENGTH MAIN LINKS OR CENTRES bF DIAMETER COVER TO HELIX BARS/PITCH. ALL STEEL ok S,CUNCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6,*HAMMER ,BC.r TYPPE MkSS CAST-IN-SITU CONCRETE PILES ONLY 5 �{kint ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET NO. O. DROP OF �j( MOVEMENT 4 BLCWS HAMMER i OF PILE COMPONENTS OF PILE A B C 8,PRECAST D ow CONCRETE LENGTH OF COMPONENT PILES REF. NO /DATE CAST - ONLY O.D. LEVEL OF JOINT- - --- --------- -- -- ------- --- ok ---- - PILE DEPTH NO.OF; HAMMER DEPTH N0 OF HAMMER DEPTH N0 OF HAMMER DEPTH ND OF HAf.1fo1ER ' DRIVING DRIVEN BLOWS; DROP DRIvEN 81_0WS DROP DRIVEN BL0V%S DROP DRIVEN RLO'NS DROP ok LOG 10' . 3:? — `70, olk 80 _ OTHER "� t �--- — REMARKS MAY ---- BE RECORDED -- - ---- — Ok ON REVERSE SIDE OF THIS —i — — —P'�--- -- --- — __- ok SHEET Oft NOTE ' IF THERE ARE NCi CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETE C SIGNED CONTP,CT SIT= ENGINEER- FOR THE FIRST PILE ONLY IN EACH BLOCK 380 4 Ik ow Aft Aft Alk 4, .* .k •f. Alk Alk Alk AM .w Ak Aft wW Ak Aft lok Alk ..k AM% AOw Aft Aft •, Aw Aft ..t Aft AM PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY SQI ce, 8;75 rkm A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER ' SIB CONTRACTOR f PILE TYPE �,J) F' . y s. (,GENERAL NfOLE REF, 8'� �f yAl PILE DIA. k� 1 u LEVEL OF {y TOE GROUND I I�� CUT OFF y CONCRETED LEVEL LEVEL LEVEL ow t' n DATE 2,DRIVING STARTED COMPLETED ,� b� TEMPERATURE 556 ow ERROR IN ERROR IN POSITION DEPTH ON PLAN PLUMB DRIVEN p5 ' TYPE DEPTH PENETRATION ow BSTRUCTIONS ENCOUNTERED TIME IRk 4,*STEEL BARS NO. OF DIAMETER LENGTH ^ MAIN � LINKS OR CENTRES OF DIAMETER COVER TO ook HELIX BARS/PITCH ALL STEEL &CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE ' CAST-IN-SITU WORK MIK SLUMP SUPPLIER ' O N LY , U,*HAMMER I�� '�TYPmEm�( 0'ss CAST-IN-SITU CONCRETE PILES ONLY cc , 5 4 KV5 ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FiNAI SET BLOWS I HAMMER + f O MOVEMENT ENT ' 8,PRECA$T COMPONENTS OF PILE A B v C U 0111* CONCRETE LENGTH OF COMPONENT PILES REF, NO./DATE CAST ONLY O.D LEVEL OF JOINT ok — . — --- -- — 9,PILE DEPTH NO OF HAMMER DEPTH NO OF HAMMER DEPTH N0 OF HAMMER DEPTH NO OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP CRIVEN BLOW5 DROP DRIVEN 0LOWS DROP ow LOG Ok OTHER _ REMARKS t1AY BE RECORDED %1'• IJ` � � --�-- - - OW ON REVERSE = 1 - - SIDE OF THIS - -- -- �—�— SHEET. - � I ok } I35 NOTE F THERE f.RE .`JG CH NGES TO BE RECORDED ITENIS 4 & 6 NEED BE COMPLETED SIGNED CONTR:-.CT SITE ErIGiIdEER FOR THE FIRST PILE ONLY IN EACH BLOCK. _ — -___ 380 .W, Ak Ak .f, Am Am ,.w Ak Am .w, Alft Ak Aft Aft oft Ak w►, Alk Ak Alk Alk Alft AWA Aft Aft .sk .ft ,f, Aft w " PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE all I R r� BLOCK NUMBER FORAWING NUMBER SUB CONTRACTOR s(c, f r � PE ?el I,GENERAL PILE REF. "B�Sou h aC Cd tme' PILE D1A. ��`I yq1 I � � If LEVEL OF TOE GROUND i CUT OFF 1�O�y CONCRETED LEVEL 11 0, LEVEL LEVEL 2XIVING DATE Cb'�5 _rr�, DATE ID-I5 AIR 'D V� COMPLETED TEMPERATURE n!5 ' ERROR IN POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN Olk `, T p TYPE DEPTH PENETRATION Ok BSTRUCTIONS ENCOUNTERED TIME ok 4.*STEEL NO. OF DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL DATE TYPE OF CONCRETE 5,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER !p ccONLY Ur*HAMMER TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY G3 Chi Ic,P� ESTIMATED QUANTITY OF CONCRETE IN BULB 7 N0. Cl- � DROP OF / MOVEMENT r� (,FINAL SET BLOWS d HANIMER OF PILE &PRECAST COMPONENTS OF PILE A D C I CONCRETE - — ---_ -- p LENGTH OF COMPONENT PILES REF. NO./DATE CAST ONLY O.D. LEVEL OF JOINT _----!J ---- ---� ---- - -- 9,P1 LE DEPTH NO OF HAMMER DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DEPTH NO OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOv:'S DROP LOG 0 �0' _q_- -iy- 9 — -- 5` 9 r OTHER REMARKS MAY �pp BE RECORDED '- �; a r - - �U y' —ON REVERSE C, SIDE OF THIS SHEET. oft 9�,— 3 -- r Oft 1 NOTE ' IF THERE ARE NO CHANGES TO ob BE RECORDED ITEMS A & 6 NEED BE COMPLETED SIGNED CONTRrCT SITE E^J GINEER I FOR THE FIRST PILE ONLY IN EACH BLOCK, 380 AMs+ - Oak Ak Ak AWA Ak Ask AW .s Aft .w, •wt .w A% ..t A% Aft AIN 4w wt A ww Ak ww Ak .rk Am Ak, Ak AWA Afk ..6 �*s Am ARk ow PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY ok A SEPARATE SHEET TO BE USED FOR EACH PILE 0% BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR:5�q PILE TYPE I,GENERAI NEE REF. "`�5� ��yA3 PILE DIA. ��3 tl LEVEL OF ��✓r}. TOE GROUND I CUT OFF b�q.. CONCRETED LEVEL I10 LEVEL LEVEL ok 2�Dplt/ING DATE _ DATE AIR G fill YY NG STARTED IV t�i�-O� COMPLETED w I"�4�� TEMPERATURE 55 o ' ERROR IN n POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN / ok , TYPE (�� DEPTH PENETRATION BSTRUCTIONS o""� ENCOUNTERED TIME ok 4,*STEEL NO, OF BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS(PITCH ALL STEEL 5,CONCRETE STARTED CEMENT TEMPERATURE ok CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6.*HAMMER ,�(m, TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY +�1 ESTIMATED QUANTITY OF CONCRETE IN BULB I.FINAL SET NO O. j'� DROP OF /}I MOVEMENT J(f BLOWS Ro HAMMER I p OF PILE r rw O.PRECAST COMPONENTS OF PILE - A E C— _ D olk t i CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST ONLY O,D, LEVEL OF JOINT ok VILE OEPT'H N HAMMER DEPTH N0.OF HAMMER DEPTH N0. CP HAMMER DEPTH NO.OF HAMNAM .7 f C DRIVEN BLOWS DROP DR[VEN 6L0'JdS DROP DR(VEN BLO4%; DROP DP.iVEtJ BLOWS DROP DRIVING ------ LOG to, yb 70 33 --- ) �q OTHER Ti_ aG�ok REMARKS MAY �t _�BE RECORDED! ON R E`:'ERSE SIDE OF THI. r I , ok SHEET. Jd ay Rio ? _ ..--�---- - - �— — �, --jam- -' - _-_ -� -- -- __- -----1 t - 1-7 --- -- ——. NOTE * IF THERE A.RE NG CHA^iGES TO OVA BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED COPJP:-CT SITE E,'IGIPJEER FOR THE FIRST PILE ONLY IN EACH BLOCK - 0 oft 380 MIA .�e Alk w w w .r� w. .wa w Alk Ak .u► Alk Am .k Aft 4% Am 40 .W AW AW A w PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY( `. A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER -T,--,T, P ie a DRAWING NUMBER SUB CONTRAGTOR PILE TYPE 9 p PILE REF. e05k O o' "J — 1,GENERAL yiA, nI PILE DIA. LEVEL OF OVA NO. x'11 �a /1 TOE ok GROUND I CUTOFF ql �w1 CONCRETED LEVEL L I i V LEVEL LEVEL /k y -7 oft 2,URiUING STARTED l�- C 7 DATE �l�- I ) I TEMPERATURE ERROR IN POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN •��5 3. TYPE DEPTH PENETRATION OBSTRUCTIONS ENCOUNTERED TIME NO. of 4.*STEEL BARS DIAMETER LENGTH MAIN I^ LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL p 5■CONCRETE DATE TARTED CEMENT TEMPERATURE - CAST-IN-SITU i WORK MIX SLUMP SUPPLIER ONLY Al 6,*HAMMER TYPE r M*'SS CAST-IN-SITU CONCRETE PILES ONLY SET ILjF'3 ESTIMATED QUANTITY OF CONCRETE IN BULB (.FINAL SET NO. 0. Lq -- DROP OF � OF PILE MOVEMENT BLOWS ' p COMPONENTS OF PILE A B C D S, ECA(TE _ CO LENGTH OF COMPONENT PI REF. NO./DATE CAST --- ----------- �._ O.D. LEVEL OF JOINT [j AI{L C DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMFR DEPTH NO.OF HAMMER JJ t C DRIVEN BLOWS DROP DRIVEN 6LO',JS DROP DRIVEN BLOW; DROP DRIVEN BLOWS DROP o• DRIVING -, LOG — ----- — -- I v OPA (U — -- _ —— OTHER REMARKS MAY BE RECORDED ON REVERSE oft SIDE OF THIS ? SHEET Ll s NOTE * IF THERE ARE NO CHANGES TO BE RECORDED ITEMS d & 5 NEED BE COMPLETED SIGNEC C N'TRACr SITE FOR THE FIRST PILE ONLY 4N EACH BLOCK, 3 S 0 ---- - ----- �- +-- -- I I Aft► O Alk Ak AW Ak Aft Alk Alk AWA Alk AW Ak AKW AWA ..a .k •k Alft Ak Aft Ak A Aft Aw Ask Ak Aft Alk PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY . ,`ice- -7 30ffm � A SEPARATE SHEET TO BE USED FOR EACH PILE : 630 BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR '% 5Vtx-e, PILE TYPE ('lPe.l Pix 1,GENERAL 1111 REF. "Ys�' '� PILE DIA. +n 3/�1 LEVEL OF Io+� TOE " GROUND CUTOFF 0(I `I CONCRETED LEVEL � LEVEL LEVEL 2,DRIVING STARTED �1 COMPLETED ab� TEMPERATURE ERROR IN POSITION ERROR !N DEPTH q'3. 3 ON PLAN PLUMB DRIVEN TYPE �Q DEPTH -�� PENETRATION OBSTRUCTIONS ENCOUNTERED TIME 4'*STEEL BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL DATE TYPE OF CONCRETE 5,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU ? WORK MIX SLUMP SUPPLIER ONLY 6 HAMMER �Jm�TYPE m*SS CAST-IN-SITU CONCRETE PILES ONLY >3jY>5 `� IGI S ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET N0.0. DROP AMMEER OF MOVEMENT /t BLOWS p / !ft 8,YRECA COMPONEN TS OF PILE A B GE LENGTH OF COMPONENT PIL REF. NO.i'DATE CAST O.D. LEVEL OF JOINT- --- - - - --- g p LE DEPTH N0.OF HAMMER DEPTH NO.OF HAMMER DEPTH NQ,OF HAMMER DEPTH ND OF HAMMER '7 DRIVEfJ BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVING -701' - �"'" LOG IC' y3 � -j,•----- !-- - !„ �I 45 -75' OTHER - 2 -? REMARKS MAY BE RECORDED I ��,- gi3' '� l3 - ON REVERSE SIDE OF THIS _--��-._.--. --._--I �pp, GqJ�� SHEET. _ . °�1- q ' -- --- Pi � NOTE IF THERE -.RE NG TO - - - - - - - --- -- -- - BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED `IGrILD CONTPLCT SITE EiIGMFEP FOR THE FIRST PILE ONLY IN EACH BLOCK� �__�______._-__. oft 390 Aft .lk .f .., Ak AM w .ft, Aft Aft ,■. .w Ak .N, Ak .w .ft A .l Am Aft Alk Aft .wR .w. Ak Alk Ak .k Ak Ak PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY !Y`Ct'. 7 q5 A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR PILE TYPE Seel { 1 (,GENERAL PILE REF. mil'um oc cdlum.7 PILE DIA. IJ3/� I! LEVEL OF,TOE olk ✓ 1_ r� GROUND ` O I LE TEOFF (/ CONCRETED p LEVEL l LEVEL TE ! " Z,DRIVING DARTED DATE AIR W� IO-!� r�� COMPLETED 1�V��-d� TEMPERATURE ERROR IN ERROR IN DEPTH Q�/t POSITION PLUMB DRIVEN ON PLAN TYPE DEPTH PENETRATION ow BS RUCTIONS ENCOUNTERED TIME "" 4,*STEEL BAORSS DIAMETER LENGTH oft MAIN LINKS OR CENTRES OF DIAMETER COVER TO 4W HELIX BARS/PITCH ALL STEEL &CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY ' 6.*HAMMER ! m TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY y kips ESTIMATED QUANTITY OF CONCRETE IN BULB NCO, DROP OF MOVEMENT SET , , ws � � . J OF PILE ok 8,PRECAST COMPONENTS OF PILE A B C D '� ok CONCRETE LENGTH OF COMPONENT PILES REF. N0./DATE CAST -- ONLY O.D. LEVEL OF JOINT �-- - ------- ---J---- J- %/' ��t]11 C DEPTH NO.OF HAMMER DEPTH N0.OF HAMMER DEPTH NO.nF HAMMER DEPTH NO.OF HAMMER f L E DRIVEN BLOWS DROP DRIVEN GLOWS DROP DRIVEN BLOWS DROP DRIVEN 6LDA'S DROP DRIVING � f LOG 15 �� 5 3i — -- — — a51 a] — - OTHER JFJI )� QI /!!" ok REMARKS MAY 411Y- BE RECORDED t( a5 q' 10 I )� 1 _ /90__.� Ok ON REVERSE SIDE OF TWS ok sHEFT, 55' i q1, /3 ob ORA NOTE—' IF THERE ARE NG CHANGES TO p, BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGHED CONTP„ACT SITE ENGI�JEEP. FOR THE FIRST PILE ONLY IN EACH BLOCK. - — --- ok 380 ok AM M& AW .ok Aft •w Aft w ANk Aft .w. Ak 4m Ak, Aft Im .w, Am ..► AM Aft AMw .S► Ak Aft Alk AW Alk AM Alk Aak PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY Sp'CeP lo-Z Frm A SEPARATE SHEET TO BE USED FOR EACH PILE ' BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR Ica Sh'e PILE TYPE 54ml �-- i (,GENERAL NOE REF. "8'SE cFcdu;� � PILE DIA. j� LEVEL OF TOE GROUND CUT OFF I.I LEVEL Ijb CONCRETED q LEVEL LEVEL 2,DRIVING DATE {//�, -r AIR STARTED lV -��-d COMPLETED 10-I ��7 b TEMPERATURE 55 ERROR IN POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN LQ �p T n p TYPE DEPTH PENETRATION OBSTRUCTIONS �yllj1 ENCOUNTERED TIME 4,*STEEL BARS DIAMETER DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 5-CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU A�► WORK MIX SLUMP SUPPLIER ONLY oft * TYPE M�►SS CAST-IN-SITU CONCRETE PILES ONLY 6,*HAMMER ,� �� k+(�� ESTIMATED QUANTITY OF CONCRETE IN BULB 7 I,FINAL SET DROP OF MOVEMENT i BLOWS HAMMER OF PILE 81 ECAST COMPONENTS OF PILE A C G' U C C E LENGTH OF COMPONENT IL REF, NO./DATE CAST O.D. LEVEL OF JOINT ok 9,PILE DEPTH NO,OF HAMMER DEPTH NO.OF HAMMER DEPTH N0 OF HANINIER DEPTH NO.OF HtMMER DRIVING DRIVEN BLOWS DROP DRIVEN SLOWS DROP DRIVEN BLO\AS DROP DRIVEN BLOWS DROP oft LOG --- y' oft E51 90 oft - - --- - OTHER 'q30 I-7 REMARKS MAY BE RECORDED 10 ON REVERSE lam' ASIDE OF THIc SHEE-T. 50 10 ---- - - - j� - -- q --- 9a'- 115 NOTE * IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED COIJTP:;CT SITE ENGItJEEP FOR THE FIRST PILE ONLY IN EACH BLOCK, 38Q A Ak AWk Alk Aft AIN Alk Aft w Ak .w .w .f, Ak AM Aft A* -- -- v . —law IF VIM rft.G,]� -t l•,V'r��0 {f-n„ PILE RECORDS TO BE SUBMITTED TO OFFICE DAILYI�:II;oS AT�1 ^ " A SEPARATE SHEET TO BE USED FOR EACH PILE ; Co BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR PILE TYPEee� Plpe i _ s , (,GENERAL PILE REF. "3'NEOCCzfumn ; PILE DIA. la ,� LEVEL OF NO. 3A3 TOE GROUND I CUT OFF q,l CONCRETED LEVEL � LEVEL LEVEL ' 2,DRIVING STARTED COMPLETED Idyl?��, TEMPERATURE 55a ERROR IN ERROR IN DEPTH POSITION PLUMB DRIVEN ON PLAN BSTRUCTIONS TYPE (v DEPTH PENETRATION C 1 '� l� ENCOUNTERED TIME 4'*STEEL BARS DIAMETER LENGTH OW MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL Pik CQNCRETE DATE TYPE OF CONCRETE y� J O RE E STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY ��*HAMMER (�lr�' mr2� M•SS CAST-IN-SITU CONCRETE PILES ONLY 63 5 F/ ups ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET BOWS lalo DROP�OF MOVEMENT � COMPONENTS OF PILE A D C D 8, REC T C BETE LENGTH OF COMPONENT ok P REF. NO./DATE CAST NLY O,D. LEVEL OF JOINT VILE E DEPTH NO.OF IHAMIAER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH N).OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP ORI'✓EN BLOT/S DROP DRIVEN BLOWS DROP lot 10, LOG E5, aq 75-I I� ri' OD 95' ao g51 �� - ►� 3 I., OTHER - - — REMARKS MAY BE RECORDED ON RE','ERSE SIDE OF THIS SHEET. �C �– -- GU �5 I� LRECORUED IF THERE ARE NG CHANGES TO ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGi[iEER I FIRST PILE ONLY IN EACH FLOCK. elm 3R0 Aok Alk ANk •k Am AW Alk wr►. .w wk Ak Aft •w ..R w Amk Alk Ak .m Alk Ak •k *k Ak Aft Ak Ak Oft Aak PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY <C ow A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER ob SUB CONTRACTOR Ste, PILE TYPE (,GENERAL PILE REF. �� cm3 PILE DIA. I �/ t 1 LEVEL OF a� TOE LEVEL I��] CUT OFF 8�' CONCRETED q J LEVEL LEVEL ow Z,ORIVING DATE IV '- � PATE '� _�� AIR STARTED jJ V COMPLETED TEMPERATURE 55 D ERROR IN ok POSITION ERROR IN DEPTH y p ON PLAN PLUMB DRIVEN olla 1 BSTRUCTIONS TYPE f DEPTH PENETRATION _ok ENCOUNTERED TIME oft 4,*STEEL NO. of MAIN I BARS DIAMETER LENGTH 0^ LINKS OR CENTRES OF COVER TO 4^ HELIX BARS/PITCH DIAMETER ALL STEEL 5-CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE ,.• CAST-IN-SITU i WORK MIX SLUMP SUPPLIER ONLY 6,*HAMMER �rn.T'(PE {� M*SS CAST-IN-SITU CONCRETE PILES ONLY pas ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINALSET BOWS HAMMER OFPILEENT &PRECAST COMPONENTS OF PILE A B C CONCRETE LENGTH OF COMPONENT PILES ook REF. N0./DATE CAST oft ONLY O D. LEVEL OF JOINT ------- - ------' — —^— ----� ok J,PILE HAMMER DRIVEN BLOWS DROP DEPTH J HAMMER DRIVEN BLOWS DROP HAMMER DRIVEN BLOWS DROP DR HD DRIVEN g GWS DROP o• DRIVING �b, -76' a� q�t LOG 9q _ _-_ 5 ' --ao 95 I -- -- I i OTHER ( II q - ok REMARKS NIAY I 81r ok BE RECORDED ON REVERSE: SIDE O F T 1 I 1 Oft s H E E 13 ---.- NO 1 E IF THERE -4RE NO CHANGES T,'D — BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED ISIGfIED CONTRACT SITE ENGINEER FOR THE FIRST PILE ONLY IN EACH BLOCK, .n. AW Aft .w, .lk .wk .w Aft .w ,N, Alk A* AMk w� wf, Ak .w .w� .w .ft .W' T . I'I.J PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY l,u' A SEPARATE SHEET TO BE USED FOR EACH PILE - 3b BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR S�c, e PILE TYPE Sjc eA P; i (,GENERAL PILE REF. �Ia e6�oAlUm,� PILE DIA. 3/�� LEVEL OF ` r� j TOE GROUND CUT OFF 6'�` CONCRETED LEVEL III) LEVEL LEVEL DATE DATE Z,DRIVING STARTED Lb �-7 COMPLETED to I-,-()q TEMPERATURE 55O ERROR IN ERROR IN DEPTH I q POSITION PLUMB DRIVEN � ON PLAN 'p �p T p TYPE ��,�p DEPTH �- PENETRATION BSTCUCTIONS ' w_ ENCOUNTERED TIME 4*STEE BARS DIAMETER LENGTH ok MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 5,CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6,*HA111MEp f3erm,nT�vE M�.SS CAST-IN-SITU CONCRETE PILES ONLY U F1III G1I11 g35c�5 H K"i P S ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET BLOWS ao HAMMER OF MOVEMENT 8,PRECAST COMPONENTS OF PILE A T _ B -C Q i CONCRETE LENGTH OF COMPONENT opw PILES REF. NO./DATE CAST --- -- ___ --- --------- - ONLY O.D. LEVEL OF JOINT 9 P11 C DEPTH NO.OF HAMMER DEPTH NO OF HA%IMER DEPTH NO OF HAMMER DEPTH NO OF HAMMER L J DIRI LYING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG 10` Oft 15 ' 35, !y OTHER - --- REMARKS MAY 35' ao BE RECORDED V olk ON REVERSE -- SIDE OFT +f:; —ALL - -- - -� - SHEET. ^- V i�.� -I - - - - + l II Ol• 9� - _- - - NOTE - IF THERE ARE NO CHANGES TO 4!t BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTR.,--T SITE ENGINEEP FOR THE FIRST PILE ONLY IN EACH BLOCK-, ---- ,, ISO oft Aftk Alk Am w .rt ANK 4m AM •k .w Aft ..t aw Aft 4% Ak AM .4, .. .w AW .w AWk ANk . , Am, Aft R - -- - V. PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY SOIa-a��m A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR �Q 5hx� PILE TYPE Sk& (,GENERAL PILE REF, g'3 a cdaA3 { PILE DIA. In3�yll LEVEL OF d TOE GROUND I CUT OFF q'67„ CONCRETED ' LEVEL �I LEVEL LEVEL ' 2,1DRIVING DATE /� DATE Io-1 AIR 5� STARTED b��-�� COMPLETED �� TEMPERATURE 5 ERROR IN ERROR IN DEPTH 1 POSITION ON PLAN PLUMB DRIVEN q5.a TYPE DEPTH PENETRATION 0-0 OBSTRUCTIONS ENCOUNTERED TIME 4,*STEEL NO. OF BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL DATE TYPE OF CONCRETE S,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6*HAMMER TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET N0. 0. DROP OF 9' MOVEMENT , BLOWS d�� HAMMER OF PILE Oft 8,PRECAST COMPONENTS OF PILE A D C Q CONCRETE LENGTH OF COMPONENT J -- --^- --- ,114 --- PILES REF, N0./DATE CAST — 0% ONLY O.D. LEVEL OF JOINT - ----- --- -- -------- — Ok 9,PILE DEPTH NO,OF HAMMER DEPTH NO OF HAMMER DEPTH NO OF HAMMER DEPTH NO OF HAMMER DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG DRIVING 15' _15' 33 OTHER REMARKS MAY t'J BERECORDED ' ' II� •, Ib _ r` _ l0`1 E SIDE OF ET, . � - -- --- - --— —-- 1 -- — - � SHEET .,. O� j 3 tic NOTE - IF THERE ARE NO CHANGES TO J ` BE RECORDED ITEMS 4 & & NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER FOR THE FIRST PILE ONLY IN EACH BLOCK, ► 380 Ok AW Ak .w Alk Aft Ak Aft Ak Alk Ank Ak ,w .f► Ak ... Aft Ah .® A Ak AWA AOW Ak Am �w ,ft Ak Aft Aft 4ft w ww Ak Ak Alk Ak Ak .... ■■.r v J TCf-f-. d JO pr, PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY Ylc< ; a A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR � � Shot-e. PILE TYPE � REF. `5'NLO�uurnn Pipe- PILE oft (,GENERAL NO a�-6 j PILE DfA. 1,a 3/ I LEVEL OF ok TOE GROUND �,�I CUT O ook LEVEL �` 3' CONCRETED r1 DATE LEVEL LEVEL oft 2,DRIVING �� COMPLETED Id- I(�-D� AIR STARTED Y d� TEMPERATURE �5 b ERROR IN ' POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN o TYPE oo(- PENETRATION BSN nT IOu S ENCOUNTERED TIME 4,*STEEL No. OF - MAIN BARS DIAMETER LENGTH LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL p S,GONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6* TYPE MASS CAST-IN-SITU CONCRETE PILES ONLY — , HAMMER ` 3 ri»cr 1- k S ESTIMATED QUANTITY OF CONCRETE IN BULB ook NO. 0. J DROP OF ( MOVEMENT 7.FINAL SET BLOWS HAMMER OF PILE oft 78. ECA COMPONENTS OF PILE A B C' D CO ETE LENGTH OF COMPONENT REF, N0./DATE CAST ak -- -- Q y O.D. LEVEL OF JOINT - - - - - --- � 9,PILE DEPTH NO OF HAMMER DEPTH NO OF HAMMER DEPTH PJO.OF HAMMER DEPTH NO.OF HAMMIER DRIVING DRfVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DP.NEN BLOOMS DROP LOG 6' 33 7o` -- 0-ft 15 ' 5 - - 3� � 3 Jo, - ---- OTHER ? �I l &0 I" REMARKS MAY BE RECORDED --� - ---{ - — ON R EVE RSE �— -- — — SIDE OF THIS -- SHEET. _50!_. �� v' Aft NOTE ' IF THERE ARE NO CH-4,NGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGHED Cn-NTPACT SI-E ErJGIPJEEF o+ FOR THE FIRST PILE ONLY IN EACH BLOCK.. ok Oft 380 Aft Ak .k .n 4k Aft, Aft AOk Aft ..A Am Am Alk AM Aft Aft Ak Ak wf, w. AM .s Aw m w ..t Ank Ak Ak Ak ASW w•, Aft .k .s ■+�+�� rij6v- nca,vnu r'vn univCIY F'IL.t, I " , PILE 'RECORDS TO BE SUBMITTED TO OFFICE DAILY c'0' A SEPARATE SHEET TO BE USED FOR EACH PILE ok BLOCK NUMBER 1��j pi r, 3 DRAWING NUMBER / 4% SUB CONTRACTOR Win. `%'cocc, PILE TYPE Si ee l ;�e J (,GENERAL PILE REF. S nor-T co'. PILE DIA. J N0. I (� 3I`( TOE OF � # GROUND CUT OFF I0I -1 CONCRETED LEVEL LEVEL ' LEVEL q'Op IV ING `7 1!, STARTED COMPLETED ` b i TEMPERATURE X50 ERROR IN POSITION ERROR IN DEPTH 1� ON PLAN PLUMB DRIVEN ` TYPE (�� DEPTH PENETRATION BSTRUCTIONS ' -� ENCOUNTERED TIME 4,*STEEL NO. OF — MAIN BARS DIAMETER LENGTH . LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL ,n 5.CONCRETE DATE`STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6,*HAMMER ,�` TYPE MASS CAST-IN-SITU CONCRETE PILES ONLY -+ ?cIP:> ESTIMATED QUANTITY OF CONCRETE IN BULB ' 7,FINAL SET BLOWS a� HAMMOER 9 � OF PILE1ENT ' � ECAtS COMPONENTS OF PILE A C G D LENGTH OF COMPONENT PrOE REF.N0./DATE CAST 0 O.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO,OP HAMMER DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG ,� � � ' i�� I_ I ►� olk ok okI , OTHER 1y REMARKS MAY -1 r BE RECORDED - - - c1 ; �a ON REVERSE -- — -- --— -- — - C SIDE OF THIS SHEET. J -- – — — - -- NOTE IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & & NEED BE COMPLETED SIGNED CON7'RHCT SITE ENGINEER FOR THE FIRST PILE ONLY IN EA.0 BBLOCK. oft 380 Aft A Aft ••w Ak Aft Aft .0 Ak Aft Aft Aft A* Ak +•t wk. ANk Ak Alft Alk Ak w Ak dW r AM PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY Z)�'I;t45 mom, A SEPARATE SHEET TO BE USED FOR EACH PILEt►�c= °55�m BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR El %e PILE TYPE 3},v p; _. s PILE REF, �If1�WdZO PILE DIA, 1 (,GENERAL NO, 31 Ina I LEVEL OF TOE GROUND LEVEL �IJ1 CUT CONCRETED LE I- LEVEL Z,DRIVING DATE � 'Ic�-�� COMPLETED IO-Ilo�d� AIR p STARTED TEMPERATURE 55 ERROR IN ! POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN 1 PENETRATION OBSTRUCTIONS TYPE �, � ENCOUNTERED TIME 4,*STEEL MAIN BARS DIAMETER! DIAMETER LENGTH � LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 5,CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU j ok WORK MIX SLUMP SUPPLIER ' ONLY * TYPE MASS CAST-IN-SITU CONCRETE PILES ONLY oft 6. HAMMER Igzcrn,^°��r,amrr�� C3 1C1(a5 ESTIMATED QUANTITY OF CONCRETE IN BULB t,FINAL SET NO O. DROP OF MO'V'EMENT ow BLOWS 20 HAMMER u OF PILE oft p n — — &PRECAST COMPONENTS OF PILE A B C oft CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST ONLY O.D. LEVEL OF JOINT -- — — ---V -- -- 9,P1 LE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMIER DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN JEN BLOWS DROP DRIVEN BLOWS DROP DR'`EN BLOV_S DROP LOG lU 90 -10 3 -- -1�11 — i 1-� '115 f OTHER �a ' I REMARKS MAY ..-I CL BE RECORDED qj / -— - — -- — ON RE'iERSE SIDE OF THIS J SHE*T. NOTE ' IF THERE ;,RE NO CH,�,NGES TO BE RECORDED ITEP,IS a & 6 NEED BE COMPLETED SIGNED CCNTR/.0-F SITE ENGINEER FOR THE FIFST PILE ONLY IN EACH BLACK 390 Adk AOW Aak .. Ak Aft Ak Ak Ak ANK Ak .sk A , Aft Aft .ws .l, Ak Am Ask .w oft ..* w Alk UAILT rlLt ntcUKu 1-UK UHIVEN PILES c= to: 56 A-ry-) PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY,-, A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER s� SUB CONTRACTOR �� S$c(e PILE TYPE -Awi PIPe� (.GENERAL PILE REF, "��sF�LOCq PILE DIA. LEVEL OF NO. TOE GROUND CUT OFF CONCRETED LEVEL {, �� LEVEL LEVEL q DATE AIR 2 n � ,DRIVING STARTED �V-'f 0-1 COMPLETED 10 II �� TEMPERATURE _ ERROR IN ERROR IN DEPTH POSITION ON PLAN PLUMB DRIVEN x n TYPE DEPTH _ PENETRATION _ BSBUCTIONS l �� ENCOUNTERED ~ TIME _b 4,*STEEL BARS NO. OF DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL C S,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER Ok ONLY TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY 6.*HAMMER t �,(,4 ) ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET BLOWS NAMMOER MOVEM ENT P(~ B$,PRECAST COMPONENTS OF PILE A B C O CONCRETE LENGTH OF COMPONENT Ok PILES REF. N0./DATE CAST Ok ONLY O.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMER DEPTH NO,OF HAMMER DEPTH NO.OF HAMMER DEPTH NO,OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG - 1 r?' y �I► jS Ok OTHER REMARKS MAY 5� ' � 6 BE RECORDED ON RE',ERSE - - Ok SIDE G F THIS --- --- - ----- ----- - �' 1 .� -- —_-- --- — --- --- SHEET (vU I ow NOTE IF THERE ARE NO CHANGES TO BE RECORDED ITEMS d & & NEED BE COMPLETED SIGNED CONTR,',CT SITE ENGINEER Ok FOR THE FIRST PILE ONLY IN EACH BLOCK ` 380 Oft ph Ak Aft lok .wk AdW A** Alft Aft Alk AM AWA Aft A .k AVA ..w w► ..A .t .w .%, Aft Alk .R w .w .ft., ,.. .ft PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILEr BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR PILE TYPE ,D e P;pe i (,GENERAL PILE REF. bbl �►�'� PILE DIA. �j „ LEVEL OF Q ` 8 TOE GROUND I CUT OFF CONCRETED 0111k LEVEL 11D LEVEL LEVEL 2rURIVING STARTED IC�`IlO"V i COMPLETED (�-1�� AIR -�p TEMPERATURE � ERROR IN POSITION ERROR IN DEPTH 551 ON PLAN PLUMB DRIVEN v r BSTRUCTIONS TYPE ,(�,�,� DEPTH PENETRATION ENCOUNTERED TIME ' 14,*STEEL BARS F DIAMETER LENGTH 01► MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX U BARS/PITCH ALL STEEL DATE TYPE OF C 5,CONCRETE STARTED CEMENT TEOMPERATURE CAST-IN-SITU Ok WORK MIX SLUMP SUPPLIER ONLY « ` PEA M*SS CAST-IN-SITU CONCRETE PILES ONLY 6,*HAMMER ± Q5 �t I(as ESTIMATED QUANTITY OF CONCRETE IN BULB 7,EINAL SET IN 11, DROP OF MOVEMENT Ok BLOWS HAMMER OF PILE &PRECAST COMPONENTS OF PILE A C D CONCRETE LENGTH OF COMPONENT PILES REF. N0./DATE CAST ONLY O.D. LEVEL OF JOINT om --- -— - _ 9,PILE DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DCPTH NO OF HAMMER DEPTH NO.OF HAMMEP. DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVING 50, a -� - _ LOG -- - - -- - -- - ' Sa` 3 ---- --- I 1 3 —,---- -- — OTHER W 5zP -- Ok REMARKS MAY �, �� - - -- --- -- -- --BE RECORDED L(o' L5 Ok { - -- -- SIDE REVERSE SI DE OF THIJ Ook --T SHEET. L.I'' NOTE * IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED is IGflEG CONIP4 T SITE E,' 001 LEER FOR THE FIRST PILE ONLY IN EACH FLOCK. _ _-.__-_--__ ----------- -� Ste! ok 380 A** Ak Ak A, w Ak Oft AM .f Aft Ak .w, w^ Aft Aft Aft AW AM .w Ask Alk •k Afft Aft ww Aft Aft Am Pik T PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR �Q F � PILE TYPE Slo i PILE REF. Cdcer„n AA-7(,GENERAL PILE DIA. 5Ca�i LEVEL OF NO 'u TOE ! ! GROUND CUT OFF CONCRETED Ik LEVEL 110 1 LEVEL LEVEL 2,DRIUING STARTED 10-�� O� COMPLETED 1U_I�O-�� TEMPERATURE 55v ' ERROR IN I POSITION ERROR IN DEPTH r�� ON PLAN PLUMB DRIVEN ' p n TYPE le- DEPTH PENETRATION OBSTRUCTIONS O''` ENCOUNTERED TIME �- ow VSTEEL NO. OF BARS DIAMETER LENGTH � MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL S,CONGRGTE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY TYPE 6,*HAMMER '13 Der MISS CAST-IN-SITU CONCRETE PILES ONLY �fm�3J � ESTIMATED QUANTITY OF CONCRETE IN BULB o - I ok 7,FINAL SET BLOWS DROP AMMER OF P11E1ENT B,PRECAST COMPONENTS OF PILE A B y C D CONCRETE LENGTH OF COMPONENT PILES REF. N0./DATE CAST ONLY O.D. LEVEL OF JOINT DEPTH NO OF HAMMER DEPTH NO OF HAMMER DEPTH NO. OF HAMMER DEPTH NO. HAMMER 9,PILE DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVING -- ! " LOG ' OTHER J IS — REMARKS MAY ja -,.--^ BE RECORDED t� ON R E`J E P,S E ---- SIDE OF WI'; U-- - --- .- - - r- - -- --� _ -- - - --I SHEET ow oft -- - - - L0 'Y NOTE ' VF THERE GRE NO CHANGE; TO d BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CON7RACT SITE EC4SINEER j FOR THE FIRST PILE ONLY IN EACH?LOCK, 380 ow AK .k ..w ..t .f AM AM Aft AAk Am ,ft Aft w .rw AM Aft Aft Ak .w .f, Aft Aft Aft , Aft ,f Am Alk Alft «w .w .b Am w Wu AM PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR a � � � PILE TYPE �j� P p,- . 1,GGNER(1KL A i NO REF. I PILE CIA. n �/- 11 LEVEL OF C TOE GROUND I CUT OFF CONCRETED LEVEL LEVEL LEVEL 2,dRIVING DATE �h_I `n_l DATE th ! AIR STARTED A COMPLETED ll1 I[��D� 5 0 TEMPERATURE ,5 ERROR IN POSITION ERROR IN DEPTH 1 ON PLAN PLUMB DRIVEN �p T PENETRATION OBSTRUCTIONS TYPE ENCOUNTERED TIME -"- 4.*STEEL No, OF BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 7 S,GONGRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU ok WORK MIX SLUMP SUPPLIER ONLY 6* TYPE MASS CAST-IN-SITU CONCRETE PILES ONLY , HAMMER o�m„ n.h � IA! L� ��(yr.nc ESTIMATED QUANTITY OF CONCRETE IN BULB 1J5_.nJ' l ..{...1 Ok 7,17INAL SET NO.0. '- DROP OF MOVEMENT BLOWS HAMMER OF PILE AA1�r Qo,PR n A --- -- ECAST COMPONENTS OF PILE B C D ow - - --- — - - --- .. CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST --- - ^--^- - — Q ONLY O.D. LEVEL OF JOINT + 9,PILE DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DEPTH NO. OF HAMMER DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP ORI`✓EN 8LOWS DROP DRIVEN BLO�YS DROP DRIVEN BLOWS DROP Oft LOG lo, y -- — - 15 10 OTHER REMARKS MAY 35 BE RECORDED ;�O�i �! - --- ----- - -. --ON RE`;'ERSE - SIDE OF THIS SHEET - - — NOTE ` IF THERE ARE NO CHANGES TO BE RECORDED ITEMS A & 5 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER FOR THE FIRST PILE ONLY IN EACH BLOCK ok 380 ok Ik w .k, .►, A0. Ak lok Ak *f. AM .■k .i` AMA AW ww w a► Alk Aft •w. .WA Alk Ak Alft Aft Aak Aft aw w AMk Ak .we wR .f PILE RECORDS TO BE SUBMITTED TO OFFICE•DAILY AN► A SEPARATE SHEET TO BE USED FOR EACH PILE '''' S=rte HYV1 BLOCK NUMBER DRAWING NUMBER •05' SUB CONTRACTOR' � ,fe PILE TYPE i (,GENERAL NOE REF. -#db t6 I PILE DIA. �y � LEVEL OF "� TOE GROUND i�� LE TOFF CONCRETED LEVEL r► DATE /l LEVEL Z,DRIUING STARTED 'IV-110 O� COMPLETED AIR 1► TEMPERATURE 55 U ERROR IN POSITION ERROR IN DEPTH �5 ' ON PLAN PLUMB DRIVEN TYPE �l� �p DEPTH PENETRATION _ OBSTRUCTIONS I.. ENCOUNTERED TIME oft 4,*STEEL No. OF 4% BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 5-CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY Y rr* m C 't nE'�s' M}k5S CAST-IN-SITU CONCRETE PILES ONLY U, HAMMER V.ps ESTIMATED QUANTITY OF CONCRETE IN BULB (, NO. 0. DROP OF MOVEMENT 7 FINAL SET BLOWS HAMMER OF PILE Ok —_. ,PRECAST COMPONENTS OF PILE A B C Q CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST oft ONLY O.D. LEVEL OF JOINT J �~ Ok .7,fILE DEPTH NO.OF HAMMER DEPTH NO. OF HAMMER DEPTH NO- OF HAMMER DEPTH NO.OF HAMMER J DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLO'AS DROP DRIVEN BLOWS DROP LOG -- t5 1 �I 3 ao 3 _ - --- --- - OTHER Y 3 " REMARKS MAY BE RECORDED !; ON RE'VER<; (7 - — --- --- — i ---- SIDE OF 7HA5 -- -- -- {I ----- — -- SHEET. =?.- oft -- -- -- NO I E ' IF THERE ARE NO CHANGES TO BE RECORDED 17EMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER ok FOR THE FIRST PILE ONLY iN EACH BLOCK. Aft 380 go ow oft ..> Ak Ak Aft Alk Aft war, .w� �w �•w AVA wAlk Aft Ak AM .k 44 ,f► PILE RECORDS TO.,.BE SUBMITTED TO OFFICE DAILY A, SEPARATE SHI ET TO BE USED FOR EACH PILE BLOC( NUMBER DRAWING NUMBER SUB CONTRACTOR lea 5'hUre PILE TYPE S+f6j Ppe i m PILE REF, evlun a(3 PILE DIA. (,GENERAL NO. 5 I 95/8 II TOE EL OF GROUND CUT OFF CONCRETED ' q LEVEL {l v, LEVEL LEVEL OR Z,DRIV{NG DARTED ��-�� COMPLETED I d`� OCR TEMPERATURE 5 S ok ERROR IN ok POSITION ERROR IN DEPTH oft ON PLAN PLUMB DRIVEN TYPE ( DEPTH PENETRATION BSTRUCTIONS ' v ENCOUNTERED TIME ow 4,*STEEL NO. OF BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL G S,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER 1 ONLY ow * YP M*SS CAST-IN-SITU CONCRETE PILES ONLY 6, HAMMER ,I�m,�� Q3 505 FI v4p5 ESTIMATED QUANTITY OF CONCRETE IN BULB hFINAL SET NO. O. L' DROP OF MOVEMENT BLOWS J HAMMER OF PILE &PRECAST COMPONENTS OF PILE A B C CONCRETE LENGTH OF COMPONENT PILES REF, N0./DATE CAST i ow ONLY O.D. LEVEL OF JOINT --- — -- --- — 9,P1 LE DEPTH NO OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO. 0: HAMMER J PILE DRIVEN BLOWS DROP DRIVEN SLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG 10 Io ' S — -- ---- - - -- ob 15' 15 51' 5 �b W Opt - _ OTHER ok REMARKS MAY I 155' BE RECORDED �a -�-- -- - ON REVERSE SHEET NOTE 'THIS —— -- -- -- NOTE ' IF THERE ARE NO CH4NGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER FOR THE FIRST PILE ONL`f IN EP.CH BLOCK ,u�t 380 op oft Ak Aft Aft Aft Aw Ak Ak Ak Alk Aft ,wk .w Am AWA AW* Alk Ask Aft Aft Aft w1! Aft w .% Ak .w .VA A.. PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY art- 5 J pM A SEPARATE SHEET TO BE USED FOR EACH PILE Fod '.3-v-p„ BLOCK NUMBER DRAWING NUMBER Oft SUB CONTRACTOR c�a c;�e-, PILE TYPE s 1,GENERAL PIOLE REF. Column 24 '� PILE DIA. �'�„ LEVEL OF TOE LEVEL GROUND " bl CUT OFF CONCRETED LEVEL LEVEL DATE DATE AIR Z,DRIVING STARTED `0-(rJ 0-7 COMPLETED 10`15-0 TEMPERATURE 556 ERROR IN POSITION ERROR IN DEPTH 55 ' ON PLAN PLUMB DRIVEN ' TYPE DEPTH PENETRATION BSTRUCTIONSItl / ENCOUNTERED TIME _ 0% 4,*STEEL NO. OF ok BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL DATE TYPE OF CONCRETE ! n p S,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU ' WORK MIX SLUMP SUPPLIER ONLY YE` M*SS CAST-IN-SITU CONCRETE PILES ONLY 6,*HAMMER ,� �p.s ESTIMATED QUANTITY OF CONCRETE IN BULB o+ TFINAL SET DROP OF MOVEMENT BLOWS I &PRECAST COMPONENTS OF PILE A D C p olk -- --- --- CONCRETE LENGTH OF COMPONENT PILES REF, NO./DATE CAST ONLY O D. LEVEL OF JOINT -- - --- ---_ --.-- 9,PILE DEPTH NO,OF HAMMER DEPTH NO OF HAMMER DEPTH NO OF HAYMEP. DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP oft t—of LOG 45 - a7' {o --- �5" OTHER 0 CJ q _ ow REMARKS MAY 35 ' %� y I BE RECORDED - - --- ok ON RE�'ERSE SIDE OF THIS --- - _ -i SHEET + ----_'�� - - --- - --- -- {—_-._. -.-__ --. -- ----- — __--- t � 5 I ow NOTE ' IE THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTR-CT SITE ENGINEER � FOR THE FIRST PILE ONLY IN EACH BLOCK. 380 ok A% A► .W .. Ak Alk w AK .w ..w Am AMk Am Aft ws, Am .f, Alk Aft Ak *.► Alk Alk Aft AOW AO% wW Ak .w Aft Aft ✓r��r■ era. �7 a.Vvnu rvn uni vC1Y 1'I L.t, PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY ��.a I� A SEPARATE SHEET TO BE USED FOR EACH PILE p BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR �-Q F Shcx, PILE TYPE Ppe Column 33 J (,GENERAL NO. REF. a3 PILE DIA. �y I LEVEL OF i N0. "� TOE GROUND �`�� CUT OFF CONCRETED LEVEL LEVEL LEVEL q DATE I 2,DRIVING STARTED 1U'15-b� DATE AIR COMPLETED (�-�'b� TEMPERATURE ERROR IN POSITION ERROR IN DEPTH 0% ON PLAN PLUMB DRIVEN �� t TYPE DEPTH PENETRATION BSTRUCTIONS �� ENCOUNTERED TIME 4.*STEEL BARS NO. OF DIAMETER LENGTH MAIN !ok LINKS OR CENTRES OF DIAMETER COVER TO ok HELIX BARS/PITCH ALL STEEL G &CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU ! WORK MIX SLUMP SUPPLIER rrONLY PE ow U,*HAMMER T� M*.SS CAST-IN-SITU CONCRETE PILES ONLY C � � 7 ESTIMATED QUANTITY OF CONCRETE IN BULB .FINAL SET DROP OF MOVEMENT BLOWS 3 HAMMER OF PILE ` 8,PRECAST COMPONENTS OF PILE A B G D CONCRETE LENGTH OF COMPONENT oft PILES REF. N0./DATE CAST ONLY O.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO. OF HAMMER DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DRO P DRIVEN BLOWS DROP LOG V) �v s j6 5 opk J15` oft OTHER wI REMARKS MAY 3.V -23 oft BE RECORDED ON REVERSE SIDE OF THiS SHEET. y { I ! ► NOTE * IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONIRACT SITE ENGINEER FOR THE FIRST PILE ONLY IN EACH BLOCK. oft Ak .AR ,.s. .k ARA Aa Ak .w Am ,w, .w Aft .w AM A^ Ak Aft Aft Aft AM AM Mk % .w w Aft wm Alk Am ,k .+n■..• ■ ■..■. ■■a.vVnu f Lon Lone V CIY rlLC.1 1 PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY `r' A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SOB CONTRACTOR S24 PILE TYPE (55} T s ob 1,GENERAL NILE REF, CUI�c�r,r� PILE DIA. F� LEVEL OF oft a� 8 TOE GROUND ��O I LEVEL OFF CONCRETED q LEVEL LEVEL 2,DRIVING DATE i DATE A 111 STARTED tO'��J-D-7 COMPLETED ID-15-D`1 TEMPERATURE 55 D ERROR IN POSITION ERROR IN DEPTH f ON PLAN PLUMB DRIVEN 5 PENETRATi ""' BSTRl�CTIONS TYPE DEPTH ON NI ENCOUNTERED TIME ak ow BARS BARSS DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL DTE TYPE OF CONCRETE 5,CONCRETE STARTED CEMENT TEMPERATURE I � CAST-IN-SITU i WORK MIX SLUMP SUPPLIER CONLY U�*HAMMER I�nnrTYPyY�nrrrrt( MASS CAST-IN-SITU CONCRETE PILES ONLY p� cJ ESTIMATED QUANTITY OF CONCRETE IN BULB 1.FINAL SET No. o. DROP OF MOVEMENT II BLOWS HAMMER OF PILE 8,PRECAST COMPONENTS OF PILE A B C D CONCRETE LENGTH OF COMPONENT PILES REF, NO./DATE CAST ONLY O.D. LEVEL OF JOINT — 9 PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEPJ BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG — Oft ab' 59 5 oft _a OTHER 541 `I REMARKS MAY BE RECORDED —.-- _ REVERSE ow S OF THIS SHEET. ow ok — — --- — om NOTE - -� IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER o, FOR THE FIRST PILE ONLY IN EACH BLOCK 380 .,, AM .w Ask AM Aw Aft Aft Aft AW Alk 4m Aft Ak .f► Alk ww, Alk Aft Aft .w Am •% Ak .f„ ANK .w Amk. AWk Ak Adw ANk PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY : A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER op SUB CONTRACTOR Shcxx�, PILE TYPE nW Pipe, q PILE REF. +$'SEo�cclunn 3A7' 1 GENERAL NO �f PILE DIA. ��it LEVEL OF W TOE GROUND l CU; OFF CONCRETED LEVEL 1I0 LEV'5; LEVEL q DATE �1 DATE AIR #+ 2,DRIVING STARTED \0-6-o ` COMPLETED ��-15rol TEMPERATURE -1)5 ok ERROR IN ERROR IN DEPTH �� POSITION ON PLAN PLUMB DRIVEN o, 1 TYPE DEPTH �-- PENETRATION BSTRUCTIONS nom- ENCOUNTERED TIME 4,*STEEL BARS DIAMETER LENGTH MAIN ok LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL n DATE TYPE OF CONCRETE CAST-IN-SITU STARTED CEMENT TEMPERATURE I � CAST-IN-SITU , WORK MIX SLUMP SUPPLIER ONLY 71 6,*HAMMER el "YjiTimP � M*SS CAST-IN-SITU CONCRETE PILES ONLY SET ESTIMATED QUANTITY OF CONCRETE IN BULB l,FINAL JET BLOWS HAMMER OFOPILtEENT &p p B PRECAST COMPONENTS OF PILE A C D CONCRETE LENGTH OF COMPONENT PILES FIEF. NOJDATE CAST "' (� ONLY O.D. LEVEL OF JOINT 9,P1 LE DEPTH N0,OF HAMMER DEPTH No.OF HAMMER DEPTH NO, OF HAMMER DEPTH NO OF HAMMER DMVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVING of I6 �, � LOG - -- - -- X 51 '5 OTHER REMARKS MAY BE RECORDED ON REVERSE SIDE OF Ti -- --- - a-- - - - - - -- -- — -- SHEET, A oft NOTE IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER FOR THE FIRST PILL ONL'f IN EACH BLOCK. ok 380 ok ok ook Alk Aft .. Aft 44 Ak Alk Am Ak �w .w r► Ak A*. Ak Oft Amb Alk AW AW Alk ws Aft Ak Ak Oft Aft ••w Aft .u� 4ok w •aw PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY i 50 f- A SEPARATE SHEET TO BE USED FOR EACH PILE tb; BLOCK NUMBER :FDRAWING !-- NUMBER SUB CONTRACTOR Spa Share TYPE P�' i 1,GENERAL LE REF 'SE af�d i PILE DIA. I LEVEL OF I 1lC l LEVEL OFF CONCRETED LEVEL DATE DATE AIR 2'DRIVINU STARTED COMPLETED ��-'�-b� TEMPERATURE 55� ERROR IN POSITION ERROR IN DEPTH ook ON PLAN PLUMB DRIVEN n �- PENETRATION BSTRUCTIONS TYPE Il DEPTH UJ�ilUl1 1' I 1 ENCOUNTERED TIME ok ok 4,*STEEL BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 5,CONCRETE STARTED CEMENT TEMPERATURE CAST•IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6,*HAMMER TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY IQerm,rqy�mmt( 4J505 SIPS ESTIMATED QUANTITY OF CONCRETE IN BULB (,FINAL SET NCI. 0. HROP ENT BLOWS HAMMER OF PILE /I 4 8), E CA COMPONENTS OF PILE A B C p ETL LENGTH OF COMPONENT REF. N0./DATE CAST Y O.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO OF HAM1,ib1ER. DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN SLO'vV$ DROP DRIVEN 6LU'WS DROP DRIVEN BLOWS DRO? LOG ml So( S 1'5 511 C) olk -- OTHER '-- -- REMARKS MAY 2� - ow BE RECORDED ON REVERSE �51 -- - -- --- —� - - -- - — Illa SHEET. SIDE O F THIS 3 - -- ---- -- --- --- -- --- - olk - -- - (9 ow NOTE * IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED COIITR;,CT SITE ENGINEER FOR THE FIRST PILE ONLY fN EACH BLOCK 380 AW .0e .wt Alk Aft Alk Alk Alk Ak Ak Aft Alk Aft .ft Awk w AW .m Aft Ak AOk PILE RECORDS TO BE SUBMITTED TO OFFICE DAILYL ob A SEPARATE SHEET TO BE USED FOR EACH PILE b BLOCK NUMBER L DRAWING NUMBER SUB CONTRACTORS�� , �� . a PILE TYPE geed P k� 1,GENERAL PILE REF. ylp�c n A7 1 PILE DIA. LEVEL OF NO, ��r? I sir TOE GROUND 0, CUT OFF 9�3' CONCRETED a LEVEL LEVEL LEVEL q t' AIR Z,DRIVING STARTED `b I -� COMPLETED - TEMPERATURE ERROR IN ERROR IN DEPTH POSITION PLUMB DRIVEN � ON PLAN ' �p T TYPE �'C;y� DEPTH PENETRATION BSTRUCTIONS ENCOUNTERED - TIME ow 4,*STEEL NO. OF i BARS DIAMETER LENGTH MAI N LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL n DATE TYPE OF CONCRETE op- 5XIONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK Mix SLUMP SUPPLIER ONLY 6,*HAMMER 113 - TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY ok - ESTIMATED QUANTITY OF CONCRETE IN BULB N0.U. DROP OF MOVEMENT ok S 7.F NAL ET BLOWS HAMMER p OF PILE *• COMPONENTS OF PILE A B C 8, EC _ C E LENGTH OF COMPONENT P REF. NO./DATE CAST LY `�\ O.D. LEVEL OF JOINT —- ---�~ - (1 ��I E DEPTH NO OF HAM DEPTH NO.OF. HAfv1�ti1EN DEPTH NO. OF HAMMER DF.P7H NO. HAMMER 7 DRIVING DRIVEP7 BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEt1 BLOWS DROP LOG - - - - ---- ---- --- -- OFA, - - - - OTHER - --- ON REMARKS MAY - - � -- - --- — -- - -- - � BE RECORDED ,' I ON REVERSE - --- -- - -- ---- --- -- --- --- SIDE OF THIS --+- - ---- SHEET. — --�— }- -- ---- -- - - - -- ----- -_ — t I NOTE � IF THERE ARE NO C'Iik,1GES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGHED CGNTR :. T SIT= ENGI�dEER FOR THE FIRST PILE ONLY IN EACH BLOCK, - --- ow 390 Alk Aft �.w AN% AW Ak Aft .w .w Mk AW Alk .a► Ak Ark AM% .w, 1^ 4ft Alk Aftwe ws, w A% Ak PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE 0% BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR ' PILE TYPE i,GENERAL PILE REF. �v' � 91 PILE DIA. `i '.v LEVEL OF Il NO, k. ... TOE GROUND CUT OFF �101J' CONCRETED ok LEVEL LEVEL LEVEL fol 2,DRIVING STARTED COMPLETED TEMPERATURE J .> ERROR IN ERROR IN DEPTH ON PLAN POSITION PLUMB DRIVEN ' TYPE DEPTH PENETRATION olk OBSTRUCTIONS ENCOUNTERED TIME IIIIIIIIIIIN 4,*STEEL BAR$ DIAMETER LENGTH ok MAI N ok LINKS 0LR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL S+CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU 1 WORK M!X SLUMP SUPPLIER I ONLY TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY 6,*HAMMER - ESTIMATED QUANTITY OF CONCRETE IN BULB ok ok I,FINAL SET NO. O. DROP OF MOVEMENT 7 BLOWS HAMMER p B OF PILE $.PRECAST COMPONENTS OF PILE A_ A_ G D i CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST ONLY O.D, LEVEL OF JOINT — — + 9 PI I C DEPTH N0 OF HAMMER DEPTH NO OF HAMMLR DEPTH NO-OF HAMMER DEPTH NO OF HAMMER 9�k r LE DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVING -- LOG -- - - -- -- - OTHER ^— --- -- --- _. #* REMARKS MAY BE RECORDED -- ON REVEPSE - - — — — -- { -- --- - --�.� i ok SIDE OFTH1S -- -- - - --- - --- - -- -- --i SHEET. �- -- - -- —# - - - - ---- -- - - --, I NOTE =THERE .'RE C}�ANGfS TO 1 BE REGORGED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRr=CT SITE ErIGIHEER. FOR THE FIRST PILE ONLY IFS EACH BUCK, 1 ok ;e,� ... •Y .•e Aft .w► ww 4" .w, Aftk #w A^ .w® Aft ANk Ask .ft Aft Aft Alk .f, r Alk •M Aft Airk Aft Am Ak Ak Ak Aft 1 PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE '" BLOCK NUMBER DRAWING NUMBER — SUB CONTRACTOR PILE TYPE died Rfe-, ,GENERAL PILE REF. !. { ! PILE DIA. n =� LEVEL OF NO. �C? TOE GROUND CUT OFF CONCRETED SIR q LEVEL LEVEL LEVEL 2.bRIUING STARTED ? COMPLETED `V-t l- TEMPERATURE ERROR IN ! POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN I � �p TYPE `� DEPTH PENETRATION - BS MUCTIONS ° �'\LJ ENCOUNTERED TIME 4.*STEEL BARS C DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL S.CONCRETE DATE TYPE OF CONCRETE STARTED 1 CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY CC r L .*HAMMER TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY U fl t r ESTIMATED QUANTITY OF CONCRETE IN BULB ow 7,FINAL SET N0.0. DROP OF MOVEMENT BLOWS HAMMER pp OF PILE 7 COMPONENTS OF PILE A U C _ B.PRECAST CONCRETE LENGTH OF COMPONENT PILES REF. N0./DATE CAST J� ok ONLY O.D. LEVEL OF JOINT'` 9�PILE DEPTH NO.OF HAMMER DEPTH NO.OP HAMMER DEPTH NO OF HAMMER OEPTH NO. OF HAMNiFR DRIVING DRIVEN BLOWS DROP DRIVEN BLOW'S DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG llo I j OTHER ` REMARKS MAY BE RECORDED ON REVERSE ----- o, SIDE OF TM'l -� -- �_ - — — ---- ---- --- — SHEET. - -- -- — -- -- - NO 1 E ' IF THERE ARE NO CHANGES TO Olk BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTF;'.CT SITE ENGINEER ob FOR THE FIRST PILE ONLY IN EACH 380 ... Awk. ,w ... ANk Am Aft .,X A% Aft Alk AM A* w AWA Ak Aft Alk 1^ ..k Aft Ak Ak ,.w AOW AMk Aft --f -1 --c- nct unu rvn vnivtw 1'1Lt5 PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE o BLOCK NUMBER ,, DRAWING NUMBER SUB CONTRACTOR PILE TYPEce Qlpe� i 1,GENERAL MOLE REF, 1, I PILE DIA. ++ LEVEL OF S / TOE GROUND CUT OFF CONCRETED LEVEL LEVEL LEVEL DATE 2,DRIVING DATE �j� AIR A STARTED COMPLETED I .I TEMPERATURE j ERROR IN POSITION ERROR IN DEPTH f ON PLAN PLUMB DRIVEN 3. TYPE .i DEPTH PENETRATION OBSTRUCTIONS + +u ENCOUNTERED TIME 4,*STEEL NO. OF _ i oft BARS DIAMETER LENGTH MAIN oft LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL C S.CONCRETE STARTED I(` %I CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6,*HAMMER ,I TYPE M*,SS CAST-IN-SITU CONCRETE PILES ONLY ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET NO G. J DROP OF MOVEMENT BLOWS I HAMMER OF PILE ' 8-PRECAST COMPONENTS OF PILE A B D CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST' -- - - — (j ONLY D.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DEPTH fJO.OF Hkf.4MER DRIVING DRIVEN BLOWS DROP DRIVEPJ BLOLtiS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG OTHER REMARKS MAY ,ok BE RECORDED ON REVERSE I -- - ---- -- - -- OIlk SIDE OF THIS - 1 --- -- - -- -- -.- — - --- -- - - - -- ok SHEET. I ok NOTE - IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGiNEEP, FOR THE FIRST PILE ONLY iN ENCH BLOCK. 380 Oft ... AW O•, Aft Oft .•K •w .k .. Aft AW Aft Ak •A, AM •O •% AVk .w, Aft ,.t .w, Aft Aft op -- nu%owna! rvn IJMIVCIV rfLt:, olk PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY ok A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER oft SUB CONTRACTOR 3a F PILE TYPE feel P}pe, 1�(± NCpAI PILE REF. °� S�op- PILE DiA. LEVEL OF f l� Cfl L TOE r GROUND CUT OFF LEVEL I ' l CONCRETED -- LEVEL LEVEL oft DATE 2 I q,DRIV ING DATE AIR STARTED —' COMPLETED TEMPERATURE ERROR IN POSITION ERROR IN DEPTH / r1 oft ON PLAN PLUMB DRIVEN 3. TYPE __._ DEPTH PENETRATION "'' BSTRUCTIONS ENCOUNTERED TIME o MAIN 4,*STEEL BARS F DIAMETER LENGTH ok LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL S,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK M SLUMP SUPPLIER ONLY TYPE M*SS CASTAN-SITU CONCRETE PILES ONLY 6.#HAMMER .g , ,- q IcrS ESTIMATED QUANTITY OF CONCRETE IN BULB S NO. 0. DROP OF MOVEMENT i 7,FINAL JET BLOWS 5 HAMMER OF PILE l ok ok &PRECAST COMPONENTS OF PILE A B G D CONCRETE LENGTH OF COMPONENT — PILES REF, N0./DATE CAST —` ONLY O.D. LEVEL OF JOINT DEPTH NO OF HAMMER DEPTH NO OF HAMMER DEPTH NO. OF HAMMER DEPTH NO OF HAMMER 9-PILE DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DP,OP DRIVEN BLOWS CROP � DRIVING — LOG oft OTHER REMARKS L1AY BE RECORDED _.._.. ON RE'V'ERSE SIDE OF TH 5 — -- r - --- -- — .. -- --- —. � SHEET. -- - ------- _ - ��- - `j -------- -- -1— �-- �I. 4%, �FEJHE TE F THERE ARE NO CHANGES TO RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTR:',CT -ITE ENGINEER ;� FIRST PILE ONLY Ifd EACH BLOCK 04 380 ok AWw Ak .w Aft w Aft 4w Aft Aft ASW a� Aft wa Alk Alk Aft .�s ,w. Ak .wA AOW ww .w ,w. AVA Aft, ok fJHILT rrLt KtGVHU FVR DRIVEN PILES ;1-00 , ► PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY l 10 , ok A SEPARATE SHEET TO BE USED FOR EACH PILE ok BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR S-00, i PILE TYPE } q {± u s 1,GENERAL NOE REF. T PILE DIA. LEVEL OF ok u TOE r I oft GROUND I CUT OFF CONCRETED LEVEL II O LEVEL LEVEL ob q COMPLETED DATE DATE AIR ,55 o OA 2.DRIVING STARTED - �I TEMPERATURE oft ERROR IN ERROR IN DEPTH POSITION PLUMB DRIVEN ON PLAN p p TYPE i,. DEPTH PENETRATION BSTRUCTIONS F ENCOUNTERED TIME ok r —— -- o 4,*STEEL BARS DIAMETER LENGTH MAIN ow LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL DTE TYPE OF CONCRETE S,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU i WORK MIX SLUMP SUPPLIER oft ONLY ok 6,*HAMMER r8cfyw4i[mve� MISS CAST-IN-SITU CONCRETE PILES ONLY r, F, ylp ESTIMATED QUANTITY OF CONCRETE IN BULB I ],FINAL SET MOVEMENT BLOWS HAMMER OF PILE E �r oft Q p - ok 8, ECA COMPONENTS OF PILE A CO ETE LENGTH OF COMPONENT P REF. NO./DATE CAST NLY O D. LEVEL OF JOINT` 9.PILE DEPTH NO.OF HAMMER DEPTH NO,OF HAMMER DEPTH NO OF HAMMER DEPTH NO.OF HAMMER J DRIVING DRIVEN BLOWS DROP D(�RIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP 40 -I� __- 0„ LOG -- _. IS 0 q"1 �I► p� � t --- 8 --T-- -- - OTHER I -� REMARKS NIA'r 5 BE RECORDED I -3 ON REVERSE ok SIDE OF THIS - SHEET. ok NOTE * IF THERE ARE NO CHANGES TO BE RECORDED ITEMS d & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER ok FOR THE FIRST PILE ONLY IN EACH BLOCK 380 ok I Ak Aft Aft Alk .et Ak Aft *r� w Am Aft .ft AMk AMk Alk Ak .k Aw AW Ak PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR PILE TYPE 3%t f, pe q 1,GENERAL NO. REF. PILE DIA. LEVEL OF TOE GROUND CUT OFF CONCRETED LEVEL Ij (�; LEVEL LEVEL L,DRIUING DATE DATE �� _li-✓� AIR e STARTED COMPLETED TEMPERATURE ERROR IN POSITION ERROR IN DEPTH ON PLAN PLUMB DRIVEN oft OBSTRUCTIONS TYPE -� ;`' DEPTH _ PENETRATION ENCOUNTERED TIME » NO. OF r 4. STEEL MAIN BARS ! DIAMETER LENGTH LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 5,CONCRETE STARTED IJ`I, J� TYPE OF CONCRETE Oft CEMENT TEMPERATURE CAST-IN-SITU k WORK MIX SLUMP SUPPLIER ONLY 6,'HAMMER TYPE MASS CAST-IN-SITU CONCRETE PILES ONLY ' LI BPS ESTIMATED QUANTITY OF CONCRETE IN BULB oft 7 NO. O. y DROP OF MOVEMENT (tFINAI SET BLOWS / HAMMER OF PILE X COMPONENTS OF PILE A B C 0 LENGTH OF COMPONENT REF. N0./DATE CAST O.D. LEVEL OF JOINT -- ----- ---- ^� --- — 9 PIl L E DEPTH NO.OF HAMMER DEPTH NQ OF HAMMER DEPTH NO. OF HAMMER DEPTH N0.OP HAMMER J DRIVEN BLOWS DROP DRIVEN SLOWS DROP DFtVEN BLOVVO DROP DRIVEN BLOWS DROP DRIVING LOG - - — r OTHER REMARKS f;1.AY BE RECORDEC ON RE' ERSE ok SIDE OF THI; --+ - ---- — -- -- - --- — - ---- SHEET. --- ---- I --- --- -- L- NOTE IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTFr.CT SITE ENGINEEP FOR THE FIRST PILE ONLY IN EACH BLOCK. Oft 380 Oft sk •■k Ak .sk Ank Ak, Aft ww AN% AWA Aft Alk Aw Aft Aft ww Aft Alk Aft, Aft Aft Ak Ak .w AOW A, Ak Ak .ft Aft •f! Ak Aft Aft ow umiLT r#Lc ncl.Vnu t-un unIVtIV PILLS PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR ,c `::rof PILE TYPE Oft i (,GENERAL NO � 6 E REF. I w PILE DIA. j ' LEVEL OF ok GROUND CUT OFF CONCRETED LEVEL(t',r,;;.` 0 LEVEL LEVEL q h DATE DATE AIR ok G'URIVING STARTED -� - COMPLETED +` o�� TEMPERATURE 4 c ERROR IN ERROR IN DEPTH POSITION J 5-� PO PLAN PLUMB DRIVEN ' TYPE DEPTH PENETRATION ok BSTRUCTIONS nfX, ENCOUNTERED —` TIME 4,*STEEL BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL C ow CONORETE DATE TYPE OF CONCRETE S, STARTED CEMENT TEMPERATURE i CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6.*HAMMER E<rn:;.TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY ESTIMATED QUANTITY OF CONCRETE IN BULB 7 FINAL SET NO. 0. DROP OF MOVEMENT �+ ow ' BLOWS HAMMER OF PILE_ 81 ECAST" COMPONENTS OF PILE _ _ A B C D CON TE LENGTH OF COMPONENT PI S REF, N0./DATE CAST LY O.D. LEVEL OF JOINT ook 9,PILE DEPTH NO OF HAMMER DEPTH NO.OF HAtFIMER DEPTH NO OF HAMMER DEPTH NO. OF HAMMER G DRIVEN BLONDS DROP DRIVEN 6LOY.S DROP DRIVEN BLOWS 1)FOR DRIVEN BLOWS DROP LUG DRIVING 1-ri k,r > - -- - OTHER - REMARKS MAY —---- to BE RECORDED ON REVERSE SIDE OF THIS �, - --I--- ---- - - - ---- SHEET. _ --- --- - ---� NOTE ' I THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTR,�CT SITE ENGINEER FOR THE FIRST PILE ONLY IN EACH BLOCK. 380 Ik Aft Aft ..A Am AW Alk •wt w, .w .w w Ak Aft Ak Aft Aft Aft Alk .R Ak. Aw 4w Alk Aft AMIL om dow Ak .w Am, ,w AlIlk WARY rlLC ttCGVt1u tuts UmlVtIV PILES PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER <+ P, ORAWING NUMBER ok SUB CONTRACTOR Sec, Y ,ire. PILE TYPEe,''. 1,GENERAL PILE REF. Cul .mr , �� PILE DIA. Q 5/8 LEVEL OF NO. �, i I ( TOE GROUND , CUT OFF CONCRETED LEVEL (>JeJ ' D LEVEL LEVEL 2,ORIVING DATE DATE o, STARTED �D� COMPLETED 10 J7 TEMPERATURE POSORON ERROR IN DEPTH IN ON PLAN PLUMB DRIVEN 3. TYPE DEPTH _ PENETRATION OBSTRUCTIONS ENCOUNTERED TIME STEEL BARSF M AI N DIAMETER LENGTH ok LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL 5-CONCRETE DATE TYPE OF CONCRETE ok STARTED !' -' �� CEMENT TEMPERATURE CAST-IN-SITU I WORK MIX SLUMP SUPPLIER ONLY 6,*HAMMER Pr n TYPE M*,SS CAST-IN-SITU CONCRETE PILES ONLY ! �GGy j ESTIMATED QUANTITY OF CONCRETE IN BULB ow I,FiNAt SET NO. 0. DROP OF S�a_9' MOVEMENT v BLOWS HAMMER J�Lf- OF PILE C S, ECAS COMPONENTS OF PILE A B C D CO TE LENGTH OF COMPONENT PIL REF. N0./DATE CAST Y O.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMER DEPTH NO,OF HAMMER CEPTH NO.CF HAMMER DEPTH NO.OF H4MYER ow DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BL06VS DROP DRIV1H BLOWS DROP LOG -, OTHER REMARKS MAY --_.L-,- .— -'--- ----- - ---- '- --- -- !k BE RECORDED I ON RE;ERSE , op SIDE OF !I!IS ----__ l - --- ---- --- SHEEt, ok ok NOTE LF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED - � 70NTPrCT SITE Et`GINEER, FOR THE FIRST PILE ONLY IN EACH BLOCK. -- .80 04 ..w Ask Alk Alk Aft Alk Aft Awk �w Aft AWA Aft A^ Aft AMA Aft Aft Aft ANk Aft•w �w I a�w Alk Aft Ak Aft rP..c nr-a,vnu rvn LvnIVCIV YILLb lL.' rr PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR ; ` PILE TYPE opk olk PILE REF, !:r 1 PILE DIA. LEVEL OF 1 GENERAL N0. ' `i i TOE `? GROUND CUT OFF CONCRETED LEVEL CCICo•) ; - LEVEL LEVEL DATE _ n Z,DRIVING STARTED ICJ-" fJ� COMPLETED d�i TEMPERATURE �Va ERROR IN 4! ! ERROR IN DEPTH ( � I POSITION ON PLAN PLUMB DRIVEN (G ok . �p s TYPE DEPTH PENETRATION OBSTRUCTIONS ENCOUNTERED TIME ok �f_ --- 4,*STEEL BARS DIAMETER LENGTH MAIN ok LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL p l�► 5,CONCRETE STARTED TYPE EMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER oft ONLY 6,*HAIV MER fn a;_TYPE .•`� MASS ESTIMATED TOUAO TITRYEOF CONCRETE IN BULB U FI 1,1111 fl ! 7,FINAL SET B LO / DAR O MOO O OVE ENT /� 8,PRECAST COMPONENTS OF PILE _ A B C 0 CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST ONLY O.D. LEVEL OF JOINT pll E DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.0= HAMMER DEPTH NO.OF HAMMER IVEN DRIVING DRIVEN BLOWS DROP DR BLOWS DROP DMVEN BLOWS DROP DRIVEN BLOWS DROP ook LOG �_ � ,f �_ �� { J --— �.-- I c — — OTHER REMARKS MAY BE RECORDED �_ ON REVERSE SIDE OF THIS =-1`t. --- SH EEC- 1 y I NOTE * IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEEP FOR THE FIRST PILE ONLY IN EACH BLOCK. ------ oft 380 A O ANA Aft Aft w► AW *fu, Aft AWA Aft Aft AIWA Aft Alk AW Aft AMk 4w *ft ,a, AM Ak •ft • Ak AK .s A A. Aft ..w ANK ASIA ANk .wk Aft Ak AW nro.,VtiU f-VK UKIVEN PILES PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE LBL =KN MBE R DRAINING NUMBER SUB CONTRACTORS S � PILE TYPE P� pe I,G�NERAL NOE REF. Co`umn 5A PILE DIA. Q �/ 'I LEVEL OF Q� 1 lg TOE GROUND CUT OFF CONCRETED ook LEVELCelell) ILO I LEVEL LEVEL 2,DRIVING DATE DATE ook STARTED lv r COMPLETED 1� Q� TEMPERATURE o ERROR IN /P► POSITION ERROR IN DEPTH J a I ON PLAN PLUMB DRIVEN IIYY TYPE PENETRATION OBSTRUCTIONS ENCOUNTERED TIME oft 4,*STEEL NO, OF - - MAIN BARS DIAMETER LENGTH oft LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 5-CONCRETE STARTED TYPE EMENT TEMPERATURE CAST-IN-SITU i WORK MIX SLUMP SUPPLIER ONLY 61*HAMMER rn'ufj? Pn;:L( M*SS CAST-IN-SITU CONCRETE PILES ONLY ouk JE d �;P,cj ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET BLOWS 3 H O O NT HAMMER OF oft / r r-- 8,XCA COMPONENTS OF PILE A B C D LENGTH OF COMPONENT REF. N0./DATE CAST Oft Q O.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DEPTH NC.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG ' — -- --- OTHER REMARKS MAY BE RECORDED ON REVERSE SIDE OF THIS SHEET. ow NOTE - !--- - - IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER FOR THE FIRST PILE ONL,f IN EACH BLOCK Oft 3 80 o' ok ..,, Aft a.w .f, Aft Ak Alk Aft AWA AWA Alk Aft Oft . t AM •k ww,, Ak we 40 +OW A*^ Aft AWA Ank Am Ak v��- � r�rc nGa %jnL; run univCIV PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTORQ >�,�r�, PILE TYPE v �eeQ �)PC f eC I�uGNE�AL P'LE REF. COktry r) �{ '� PILE DIA. 6l �I LEVEL OF ok NO: /c TOE tk GROUND tt CUT OFF CONCRETED 55 LEVEL O) f LEVEL CIf V, LEVEL DATq'Dp IUING DATE I STARTED COMPLETED TEMPERATURE Ab ERROR IN ERROR IN DEPTH 63� POSITION PLUMB DRIVEN Oft ON PLAN ok ' TYPE DEPTH PENETRATION OBSTRUCTIONS "✓+ ENCOUNTERED TIME A• 4,*STEEL NO.OF ok MAI N BARS DIAMETER LENGTH LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL 5-CONCRETE BETE STARTED CEMENT TEMPERATURE oft- AST-IN-SITU WORK Mix SLUMP SUPPLIER ONLY TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY 6,#u AM M p �r L/ ESTIMATED QUANTITY OF CONCRETE IN BULB 7,FINAL SET sows HAMMER OF PIELEENT B 8,XCA COMPONENTS OF PILE A B C C LENGTH OF COMPONENT REF. N0./DATE CAST O.D. LEVEL OF JOINT oft 9 PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.0F HAMMTRD'E PTH NO.OF HAMMER J ��I�I�� DRIVEf� BLOWS DROP ORI'dEN BLOWS DROP DRI'.'EN BLOW; DROP IVEN BLOWS DROP LOG — -- -- I Iq i OTHER REMARKS MAY _ BE RECORDED ON REVERSE % - -- -- - SIDE OF THIS -- SHEET. ok 1; _ _ --- ok ok NOTE " IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEEP FOR THE FIRST PILE ONLY IN EACH BLOCK. --_ IPk 330 ok ft •f *** 4m Ak +•4 Am +k •% Am Aft Aft Aft Aft Ak AW Aft Alft Alk war, Ak 4w .t AW Am Aft Aft Alft .+...... r�a.c nca,vnao run unIVCIV YILt, �') +- o, PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY-i- n A SEPARATE SHEET TD BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER OFA SUB CONTRACTOR. PILE TYPE `� LQ, (,GENERAL PILE REF. +1 >>,i? `I(� PILE DIA. �, " LEVEL OF i N0. 7 ,.1� TOE GROUND CUTOFF CONCRETED F� LEVEL LEVEL LEVEL DATE DATE AIR 2,DRIVING STARTED COMPLETED �� II U� TEMPERATURE op ERROR IN ERROR IN DEPTH POSITION / 21 ON PLAN PLUMB 13 DRIVEN '. h TYPE DEPTH PENETRATION ow OBSTRUCTIONS 1 OnC- ENCOUNTERED TIME 4,*STEEL NO. OF BARS DIAMETER LENGTH mok MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL DTE TYPE OF CONCRETE &CONCRETE STARTED CEMENT TEMPERATURE - CAST-IN-SITU ok WORK Mix SLUMP SUPPLIER ONLY 6, HAMMER (�{ TYPE M*SS CAST-IN-SITU CONCRETE PILES ONLY V, L1 VI S ESTIMATED QUANTITY OF CONCRETE IN BULB *a DROP 7,FINAL SET N BLOWS 0 .� HAMMOER OFOPILEENT / r Oft r n 8A A 1` COMPONENTS OF PILE A B C D Oft CON TE LENGTH OF COMPONENT Ovk REF. NO./DATE CAST — ok PI LY \ O.D. LEVEL OF JOINT — --f— — - oft 9,PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER, DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN SLO',N DROP DRIVEN BLOWS DROP_ LOG -- - -- OTHER - — REMARKS MAY BE RECORDED ON REVERSE 0* SIDE OF THISSHEET, -�' --- -- NOTE IF THERE ARE NO CHA,NGES TO BE RECORDED 7EMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER � FOR THE FIRST FILE ONLY IN EACH BLOCK. - 0-ft 380 o I.. Aft AM •+R Aft .k Aft Aft Aft Ak Al w Oft Alk AW Aft ANk tee, Alk Aft .m. .f► Aft +W, Alk Am �►��► • . ...V nG%ownLo rvn unIVCIV f II,CS " ' I PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR PILE TYPE 5a P� 1.GENERAL PILE REF. cotukmn 3A PILE DIA. q 5 " LEVEL OF NO, ( r TOE 5� GROUND I CUT OFF CONCRETED LEVEL � LEVEL LEVEL 2,DRIVING DATE DATE ] AIR /- O STARTED D-1 COMPLETED 10 II ` TEMPERATURE l0c ERROR IN POSITION ERROR IN DEPTH ( � ON PLAN PLUMB DRIVEN lD 3. TYPE DEPTH PENETRATION BSTRUGTIONS non ce ENCOUNTERED TIME 4,*STEEL NO, OF BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO - HELIX BARS/PITCH DIAMETER ALL STEEL 5C �+ ,CUNGRETE DATE ARTED CEMENT TEMPERATURE CAST-IN-SITU WORK NIIX SLUMP SUPPLIER ONLY c *uAn�n� MASS CAST-IN-SITU CONCRETE PILES ONLY 6, nH'rIi"ER `/11; ESTIMATED QUANTITY OF CONCRETE IN BULB DROPOF i 7,FINAL SET BLOWS HAMMER OFOPILEENT 8 EG COMPONENTS OF PILE A B C D CO BETE LENGTH OF COMPONENT P E REF. NO./DATE CAST NLY O.D. LEVEL OF JOINT PILE NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO,OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG FIN OTHER REMARKS I`,tAY oft BE RECORDED ON RE`iERSE SIDE OF THIS � SHEET. i 3 #k NOTE IF THERE ARE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTRACT SITE EIVGINEEP I FOR THE FIRST PILE ONLY IN EACH BLOCK. 380 Ak AW Aft Ak .t .r► Alk AM .w4 Ak wt► Ak Am .% Am* Aft Ak Aft .ws Ak Am dft AW AW Ak .w. ..k ASk .ft AW, .et Ak Awe, •••,••• • . ...� nca.vny run rinrvcty r'IL-Lb S4C(r, oU Cr'> PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE ; Spl q BLOCK NUMBER DRAWING NUMBER 1 5 SUB CONTRACTOR PILE TYPEk i �. (,GENERAL PILE REF, C rn PILE DIA. �l/' << LEVEL OF 4^ 1 TOE GROUND CUT OFF CONCRETED Oft LEVEL �(O LEVEL LEVEL 2,DRIUING DATE DATE I n o" STARTED �D O� COMPLETED 1� ^b� TEMPERATURE �V ok POSORON ERROR IN DEPTH f ON PLAN PLUMB DRIVEN l9 ' TYPE DEPTH PENETRATION OBSTRUCTIONS OnL ENCOUNTERED TIME OW 4.*STEEL N0. of MAIN BARS DIAMETER LENGTH LINKS OR CENTRES OF DIAMETER COVER TO - HELIX BARS/PITCH ALL STEEL PA 5-CONCRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK Mix SLUMP SUPPLIER ONLY cc U�*HAMMER �Prr TYFP rn��_ MASS CAST-IN-SITU CONCRETE PILES ONLY ESTIMATED QUANTITY OF CONCRETE IN BULB (.FINAL SET NO. O. /( DROPOF MOVEMENT BLOWS HAMMER OF PILE B nn nn Sr EC COMPONENTS OF PILE _ A D C U CO ETE LENGTH OF COMPONENT P Ev REF.N0./DATE CAST NLI O.D. LEVEL OF JOINT ! — f11P11 C DEPTH NO.OF HAMMER DEPTH FNO.OF HAMMER DEPTH NO,OF HAMMER DEPTH N0.OF HAMMER I +� D DRL.ICVING DR{VEN BLOWS DROP DRIVEN DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP ID LOG ` OTHER REMARKS MAY BE RECORDED ON REVERSE -_----- ` SIDE rF THIS —6-- ___--�------ ---I--- -- , I �'i ( SHEET. ow i NOTE IF THERE ARE NO CHANGES TO BE RECORDED ITEIAS 4 & 6 NEED BE COMPLETED SIGNED CONTR,,CT SITE EIIGIrlEER FOR THE FIRST PILE ONLY IN EACH BLOCK. -- -- 380 ANA Aft *% Alk AWk w% Ak, Alk ,wes AWA Alk Ak Ak Alk Alk Mft Ak Aft Ak Aft AW Aw •w PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRAGTOR(:-� t PILE TYPE olk (,GENERAL NIOLE REF. CCI( Z f•�F-` PILE DIA. c ,�j1 I LEVEL OF t- ( TOE ok GROUND I CUT OFF CONCRETED LEVEL LEVEL LEVEL Z,DRIVING STARTED l�J� CCOMPLETED lo 07 TEMPERATURE GO ok ERROR IN ERROR IN DEPTH f POSITION PLUMB DRIVEN -5-s ON PLAN Oft ` T p TYPE DEPTH PENETRATION OBSTRUCTIONS �"` ENCOUNTERED TIME 4,*STEEL BARS DIAMETER LENGTH Oft MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL DATE TYPE OF CONCRETE 5-CONCRETE. STARTED CEMENT TEMPERATURE _ CAST-IN-SITU oft WORK MIX SLUMP SUPPLIER ONLY 6* TYPE M*,SS CAST-IN-SITU CONCRETE PILES ONLY . HAMMER �3e�m.��h�m�„°f iP ESTIMATED QUANTITY OF CONCRETE IN BULB 7.FINALSET I BLOWS HAMMER OF OPILEENT f f� p 8,PRECAS'1 r COMPONENTS OF PILE A B C D CONCRETE LENGTH OF COMPONENT ok PILES REF. NOJDATE CAST ONLY O.D. LEVEL OF JOINT 9,PILE DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOW'S DROP DRIVEN BLOWS DROP DRIVEN BLOWS DROP LOG OTHER ! ” REMARKS MA'( J --BE REGORGED ok ON REVERSE --1- -' - ----- SIDE OF THIS -- � '- - -�- --- -- --- — SHEET ok NR I E . IF THERE rRE NO CHANGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CONTR,-.CT SIT_ ENG!NEEP FOR THE FIRST PILE ONLY IN EACH BLOCK. -- 380 > fly Afk Adk Ak Awk Aft Adft Alk AW 44 .w, A Aft Aft AM Alk Ak Aft Alk Ak •., Aft �.e Am Aft AM PILE RECORDS TO BE SUBMITTED TO OFFICE DAILY �� ^U A SEPARATE SHEET TO BE USED FOR EACH PILE BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR , S�noce. PILE TYPE i s (,GENERAL PILE REF. J .r� i a,; 4 PILE DIA. (��f�) LEVEL OF k TOE GROUND CUT OFF CONCRETED LEVEL LEVEL LEVEL ATE DATE AIR 2,ORIVING STARTED COMPLETED Ia d TEMPERATURE L60 ERROR 1N POSITION ERROR IN DEPTH / ON PLAN PLUMB DRIVEN J5 TYPE nOn� DEPTH PENETRATION OBSTRUCTIONS ENCOUNTERED TIME 4,*STEEL BARS NO.OF DIAMETER LENGTH MAIN LINKS OR CENTRES OF COVER TO HELIX BARS/PITCH DIAMETER ALL STEEL 6,GONGRETE DATE TYPE OF CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU r WORK MIX SLUMP SUPPLIER ONLY 6 * T(PE M*,SS CAST-IN-SITU CONCRETE PILES ONLY . HAMMER «. cln o"* „ ESTIMATED QUANTITY OF CONCRETE IN BULB THNAL SET N0. 0. DROP OF MOVEMENT ` I BLOWS HAMMER �r+OF PILE 8, p J COMPONENTS OF PILE A B U D � PRECAST CONCRETE LENGTH OF COMPONENT OVA PILES REF. N0./DATE CAST ,ew► ONLY O.D. LEVEL OF JOINT 9,PILE DEPTH N HAMMER DEPTH NO.OF HAMMER DEPTH NO.OF LHAMIMIER DEPTH NO.OF HAMMER DRIVING DRIVEN DROP DRIVEN BLOWS DROP DRIVEN BLOWS P DRIVEN BLOWS DROP „ I LOG 4d __ -=�- -- - - — OTHER Olk REMARKS MAY �� BE RECORDED ON ON RE'✓ERSE `I ; — .-'. — --- --- -- -- SHEET �_ c� -_.- — �L SIDE OF THIS I t I oft �_ w I ' I NOTE IF THERE ARE NO CH?NGES TO BE RECORDED ITEMS 4 & 6 NEED BE COMPLETED SIGNED CC N T RA C T SITE ENGINEER oft FOR THE FIRST PILE ONLY IN E,-CH BLOCK. 3R0 ok ow AdW AOW .k ..4 Aft Ak, AMk w.� .ww •wR Aft Ak Aft A% Alk Ak 4w Alk Alk .k Aft Alk Aft Aft Aft Ak Ae, Am .w. Alk .ft ' NILE RECORDS TO BE SUBMITTED TO OFFICE DAILY a(}-= Q3a A o, A SEPARATE SHEET TO BE USED FOR EACH PILE 00, BLOCK NUMBER �- u�s� �~� DRAWING NUMBER SUB CONTRACTOR �a Shcxe PILE TYPE S- eet Pipe. (,GENERAL N1QE REF. a PILE DIA, q gtl LEVEL OF TOE GROUND 1101 CUT OFF CONCRETED q LEVEL 11 LEVEL op Z,ORIVING STARTED COMPLETED ltp TEMPERATURE 550 oft ERROR IN POSITION L ERORIN DEPTH ok PUMB �C f ON PLAN DRIVEN J BSTRUCTIONS TYPE DEPTH PENETRATION �'�- — ENCOUNTERED TIME 4,*STEEL NOROF DIAMETER LENGTH ' MAIN LINKS OR CENTRES OF COVER TO #k HELIX BARS/PITCH DIAMETER ALL STEEL S,CONCRETE DATE TYPE OF CONCRETE . STARTED CEMENT TEMPERATURE Oft CAST-IN-SITU WORK MIX SLUMP SUPPLIER i ' ONLY 6,*HAMMER t YYppFF MASS CAST-IN-SITU CONCRETE PILES ONLY �'Y'4t-rurk° �� gg(j5 r ESTIMATED QUANTITY OF CONCRETE IN BULB 7.FINAL SET BLOWS 3 HAMMER OF OP M ENT 8,PRECAST COMPONENTS OF PILE A B -C D CONCRETE LENGTH OF COMPONENT PILES REF. NO./DATE CAST ONLY O.D. LEVEL OF JOINT 9,PILE DEPTH NOr OF HAMfAER DEPTH NO.OF HAMMER DEPTH NO.OF HAMMER DEPTH NO OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DRIVEN SLOWS DROP DRI'✓EN BLOWS DROP LOG ��' as ► 15' P 51, -.- - ---- - - QO C-7, - OTHER --- ---- -- REMARKS MAY BERECORLED U' III ON REVERSE — -- -- — —" SIDE 07 TtaI _.- SHEET NOTE THERE i+RE NG CHANGES TO I BE RECORDED ITEMS 4 & 5 NEED BE COMPLETED SKGHED CONT?ACT SITE ENGINEER. FOR THE FIRST PILE ONLY IN EACH BLOCK. 38G ow Awk AV#* •■m •* Ak Aft Aft Ak w .kk Alk AW AWA Apk w wk wf, A. .w. we Aft ASk AM% Ak rlt_I: hI:GUHUS 10 BE SUBMITTED TO OFFICE DAILY— A SEPARATE SHEET TO BE USED FOR EACH PILE ? q=17 &,j BLOCK NUMBER DRAWING NUMBER SUB CONTRACTOR ` � �' �� PILE TYPE , R f z i (,GENERAL NILE REF. LU t1 A; PILE DIA. C� 5J�1 LEVEL OF GROUND I CUT OFF CONCRETED LEVEL LEVEL LEVEL ok 2,013IVING STARTED ��Q-Q�i DATE _ AIR COMPLETED d� TEMPERATURE 55 p '' ERROR IN ERROR IN DEPTH 5 t OR, POSITION PLUMB DRIVEN ON PLAN OBSTRUCTIONS TYPE DEPTH PENETRATION ok ENCOUNTERED - -- TIME 4,*STEEL NO.OF BARS DIAMETER LENGTH MAIN LINKS OR CENTRES OF DIAMETER COVER TO HELIX BARS/PITCH ALL STEEL ` 5,CONCRETE STARTED CEMENT TEMPERATURE CAST-IN-SITU WORK MIX SLUMP SUPPLIER ONLY 6.*HAMMER E(3eomin�cY,Ptirr�( M*SS CAST-IN-SITU CONCRETE PILES ONLY �35t�5 9 tps ESTIMATED QUANTITY OF CONCRETE IN BULB 7,F1NAL SET a C E MOVEMENT WS HAMMER I COMPONENTS OF PILE A B C D B,PRECAST --- ------- - CONCRETE LENGTH OF COMPONENT PILES REF. N0./DATE CAST_ONLY O.D. LEVEL OF JOINT 9,PlLE DEPTH N0 OF HAMMER DEPTH NU.OF HAfA fY1ER DEPTH fJ0 OF HAMMER DEPTH [16LOWS O OF HAMMER DRIVING DRIVEN BLOWS DROP DRIVEN BLOWS DROP DFIVEt4 BLOWS DROP DRIVEN DROP LOG 16 -- r,�� --- -- -— --i �' lar U 0 OTHER REMARKS MAY BE RECORDED !..(Q K ON REVERSE SIDE OF THIS -- --- �. -_-_r_� — — - - -- ---- --- S H E E T 1 NOTE * IF THERE ARE NO CN iJG S TO BE RECORDED ITEMS 4 & 5 NEED BE COMPLETED SIGNED CONTRACT SITE ENGINEER FOR THE FIRST PILE ONLY IN EACH BLOCK 380 ok AW Oft AW Alk Aft 00%, Aft AM Ak aw AM Ak Ak .f. Aak Aft Aft Ak Alk Aft Aft-hl Aft Ask Awk 40k Alft 4m ook Ok 00 APPENDIX C oRk 010 oft Ok Ok Ok Ok ok ow Aw. A"k A*, Aft Aft Aft Aft Ak .1k, ARA •% Alk .l, .f Ak 40% AOW Oft AMA .w. wR Alk *f ..t AM Oft AM Am Aft Am w4 AM .. 4m Am Alk FSNOIS3(11$ CZS 14 'Pit lip gym Hi RM 11 1 IN! I jp� Ok tN OVA -Lv- es ow 64 .1 ID4 Ok —------ --- =LT e LA tj 2 r, 0 oft 40k. ,,. AW INK Aft ook Alk AWA A ► AM AK .f. Aft Ak ws Ak Aft AWA w.� Oft w ANk AWA Alft Aft Am *s, Alk AM ww .w► •^ .w ,.t Ak ..N AIM AOK Oak APPENDIX B ow Ok ow ow ol op Oft ow oft ow 01% As, AM% AA Aw Any AOft AM Aw, AA Aft Aft Ak Ak Alk A� A. Adk A% Alk .uu Any Ak Aft A4A A.A w A.. AIM A#, Ak Aft A� A1Ix ,ws ..A AR. A� Ak LIMITATIONS I. The observations presented in this report were made under the conditions described herein. The conclusions presented in this report were based solely upon the services described in the report and not on scientific tasks or procedures beyond the scope of the project or the time and budgetary constraints imposed by the client. The work described in this report was carried out in accordance with the Statement of Terms and Conditions attached to our proposal. 2. The analysis and recommendations submitted in this report are based u1 part upon the data obtained from widely spaced subsurface explorations. The nature and extent of variations between these explorations may not become evident until construction. If variations then appear evident,it may be necessary to reevaluate the recommendations of this report. 3. The generalized soil profile described in the text is intended to convey trends in subsurface conditions. The boundaries between strata are approximate and idealized and have been developed by interpretations of widely spaced explorations and samples; actual soil transitions are probably more erratic. For specific information,refer to the boring logs. 4. In the event that any changes in the nature, design or location of the proposed structures ok are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing by O'Reilly, Talbot & Okun Associates Inc. It is recommended that ► we be retained to provide a general review of final plans and specifications. 5. Our report was prepared for the exclusive benefit of our client. Reliance upon the report and its conclusions is not made to third parties or future property owners. 004 Aft oft Ak Ak Am ANA .W, Oft Alk 4w A. ,w,. wl, .ft, A ..w .w Aft AW ..a Ak Am Alk Alk APPENDIX A oft ow ow oft Ook Alk ..k Am 4w ARk .wr Ask Alk AOk A Oft Aft Alk AW AM Alk .f, Alk .w AW AMW w ,we Aft ,wt,,, 404 AOW w, Ook oft oft PA OW o LO ph 1 f I j I o° CY) I i II QD N N V W C? _O a p ow LLL V , N p I J CL I ° I j I o I I i L I i i ► o 0 0 0 O �- N M i0 p O o O O p O O O O ,, (sayOui) uoil3aljao Ak Ak ,f, •k Aft Aft. Am Aft Aft Aft Aft Ak .w Akk Aft 4k A* AM Ak Alk AM Ak 4m Alk Oft Ink Am Aak .N, Alk AM A* Ak Alk Aft Oft Ok ow 41► #"k 01% Ook ork Aft FIGURES A Ook ow Ok, oft Ok Ok Ook Ak AW Ak Awk Ak 4WA Ak Ak A AM Aft Alk ..k AM Alk Am Aft Oft Ak Am 4ft Aft Aft Aak AW .w ,rk Alk oft wk w Aft Alk A% Aft .k Am Aft Ak Table 2 Summary of Pile Driving Logs Hampshire Gazette Conz Street,Northampton,Massachusetts #1480-01-03 Pile No., Pile Date Depth Final Set Column Location Diamter in. Completed Driven ft #of blows Pile Alovement #1,Column 1A 9.625 10/16/2007 55 4 1' #2,Colum 1A 9.625 10/16/2007 55 3 i' #3,Column 2-� 9.625 10/2/2007 55 4 1' #4,Column 21 9.625 10/2/2007 55 5 1' #5,Column 3A 9.625 10/11/2007 62 4 1' ► #6,Column 3A 9.625 10/11/2007 62 3 1' #7,Column 4A 9.625 10/11/2007 63 3 1' #8,Column 4A 9.625 10/11/2007 63 5 1' #9,Column 5A 9.625 10/11/2007 62 3 1' #10,Column 5A 9.625 10/11/2007 62 4 1' #11,Column 6A 9.625 10/1/2007 55 1 1' . #12,Column 6.1 9.625 10/1/2007 55 1 1' #13,Column 7.1 9.625 10/11/2007 55 4 1' #14,Column 7A 9.625 10/11/2007 55 4 1' #15,8'SE of Column 3.1 9.625 10/11/2007 62 5 1' #16,Column 7A7 9.625 10/11/2007 55 4 1' #17,Column 7A7 9.625 10/11/2007 55 5 1' #18, 10'SW of Column 7A7 9.625 10/12/2007 58 4 1' #19, 10'SW of Column 7A7 9.625 10/12/2007 59 5 1' #20,8'SE of Column 3A7 9.625 10/15/2007 55 6 1' 00 #21,8'SE of Column 3A7 9.625 10/15/2007 55 4 1' 1#22,Column 3B 9.625 10/15/2007 55 5 1' Alk #23,Column 3B 9.625 10/15/2007 55 3 1' o+ #24,Column 2B 9.625 10/15/2007 55 4 1' #25,Column 2B 9.625 10/15/2007 55 5 1' #26,Column 1B 9.625 10/16/2007 55 3 1' A! #27,Column lB 9.625 10/16/2007 55 4 1' #28,Column 1A7 9.625 10/16/2007 55 4 1' ` #29,Coltunn 1A7 9.625 10/16/2007 55 4 1' #30,8'SE of Colum 4A 9.625 10/11/2007 61 4 1' #31, 10'E of Column lA3 12.75 10/16/2007 97.5 20 1" #32,8'N of Column 1A7 12.75 10/16/2007 99.4 20 1" #33, 5'NW of Column 2A3 12.75 10/16/2007 94 22 1" #34,8'SW of Column 2-13 12.75 10/16/2007 95.2 22 1" ? ". #35, 12'F of Column 2A3 12.75 10/17/2007 95.5 20 1" #36, 12'SE of Column 2A3 12.75 10/17/2007 94.5 20 1" #37,3'NE of Column 3A3 12.75 10J17/2007 94.3 2U 1" #38,8'SE of Column 3A3 12.75 10/17/2007 96 24 1" #39,7'W of Column 4A3 12.75 10/17/2007 94 20 1" #40,7'SW of column 4A3 12.75 10/17/2007 93.3 20 1" #41,9'E of column 4A2 12.75 10/1/2007 93.5 14 1" #42, 8'SE of Column 4A3 12.75 10/16/2007 91.5 20 1" #43, 8'S of Column 4_-17 12.75 10/15/2007 91 22 1" #44,8'S of Column 4A7 12.75 10/15/2007 92.5 21 1" #45,Column 5_-13 12.75 10/16/2007 92.5 23 1" #46,8'S of Column 5A3 12.75 10/16/2007 92 24 1" owk #47,8'S of Column 5A7 12.75 10/15/2007 90 20 ]" 40k #48, WS of Column 5.17 12.75 10/15/2007 91.25 21 1" #49, WE of Column 5A3 12.75 10/15/2007 92.4 20 l" #50, 16'SE of Column 5.-13 12.75 10/15/2007 92 21 V #51, 8'S of Column 6--17 12.75 10/12/2007 90 20 1" Olk #52,8' S of Column 6A7 12.75 10/12/2007 9.1 25 1" A% #53,9'E of Column 6A2 12.75 101/1/2()()-' 91.4 22 All #54, 12'SE of Column 5.13 12.75 10/15/2007 90 23 V .w Aft APk Alk Aft Aft Oft wu, •w .sk Ak AWA Alft Aft Alk .f► 4% Au Ak Aft Alk Aft AIVA Alk Ak AW* .w Aft 7776_ `* Table 1: Pile Load Test FLmpsrc Guctte Dame Oetobn 9,2007 G>nz Street,N-thampton,M1lassachu,et's weather Condituns:Sunny,6N 'Ib Prujel N'o.:1480-01-03 Pile N;32 Column LOCarlun:8 feet North of Column LM17 AE 430287 Mips OOPilc Tip Eic.-otinn:11.32 feet TcU Talc Nu.1 Depth 100 feet ' "� Tr11'1'A1 Nn.2 Depth: 95 feet 5 60 -1- Loud Lead Load fla neA f:c11 Cdl Cell Diai Reading, A�'e Mean Tell Tale N9.I in Tell Tale Nu.2 i1 De11a S Slon Fdc. Tima Read. (Ih, ki A R 1j1C .6 R C dell Head Da. Rnd Doll. 305 ') 305 0 1.8+ 1x4- I.ro 0 110, 1.837667 1.1141. (1.109 (1 0 I .71 5882- 59 1.8.11 1908 fi•52 -r1.�)15 -(,)35' -0 u38 70.04 1.8D0333 0�1"8 0.032 0.11 11.031 -1,.(k)1 -7.1-W 1,-4 19109 59 1.814 Imm 11,5_ -0.03' 1x0-I1 1.038 -"'1 1.799 11-8 0032 014 0.,M -11.8)1 7.1"145 - u. 4 6'I 5883' i'1 1.81/ 1.9l.)G 1.652 -(1.1T -('041 1x78 -0.01 1.799 0.0'8 01032 0.14 11031 (1.@11 -7I-145 S 'All (1)47-I 1 Bay 1.)6 1 f" 1).1)38 I. 4' x'.038 -0.104 1.798333 110,I 0.03} pi 11 0.1132 n.�lut -7.1'145 15 6-8 i99.12 1.818 1!11)5 1.652 -1:',018 0( 2 !1138 .094 1.798333 0,0'9 0033 0.141 111172 -0.001 7.17145 1.83` 0, 1.797667 04)8 11-044 1).1 it 0.032 -01x12 .1.1.34'9 1066 12211 G 2 I.%79 1 81 1.59- 1).01•)7 1�097 !1191 -1.I1; 1.742 1)12( 0.i)8 0.186 nil" 0 001 -21 51135 1058 121014 121 1�:_9 185 159; 6(111;- i)9- '119) l'.11) 1.742 O.I"6 Vu8 0.186 10.11'-' 0003 =1.5153§ 4 11145 118941) 119 I'7(' 1 848 1 594 ._).1 ].099 3.1196 -(1.10 1.739333 0.1265 11 otl03 0.18' ()1.8 .il.il(12 17.928625 8 [039 1179'(, 118 1.776 I.MK 15`)4 -u t 0.1=7,) 1)-11)6 -;,I, 1.739333 1).1261 0.0845 0 187 ,�e .0.0(12 17.928625 1S 1010 WI-12 117 1.116 1.848 1-S95 -01 1.0,11) 1145 11.10 1.739667 (1.121.+ �)080i 0187 10(1'8 -O.iY'S -17,128625 110 1065 1"155 12' 1"3 1.844 1.391 .11.1(17 11j2 -10.111)9 O.I I) 1.736333 u.1T) 0083 0189 0.18 110111 .21.51435 I 11_7 18837!, In8 I f"'I 1'65 I.51'_ 0-185 -0.182 11.178 -'1.18 1.656 0-188 1114? 1.245 0136 0.(106 -41'1287 1457 t851b1 145 1.689 I.-6-I I it :1A N-, -0183 11-I8 018 1.654333 C,M +114: :.IS 0-136 -1)11P6 -43.028- 4 114,- 182129 182 1 091! 1.-'"1 151 -0.18' -0.18( �)IS -1.18 1.654 1.188 U.142 0.245 0136 .0.0('6 13.028- 8 1432 181141 181 I.6H I-(:3 1 1119 -11.189 -11.18! a,181 !1 IV 1.653 0-188 '.1.142 ).?45 0176 -O-Gi)t� 73.028- IS 1485 189661 194 1.6'fl 1. 55 I-l'1`I _1198 -U 1"1 �).1')1 019 1.644 !11'14 _1.148 u-251 ().142 11.1,116 -41.V28' }0 1457 1851111 145 IJ) 1_52 1-198 0.201 -0-195 (.192 11211 1.641667 0.194 0.148 211 1).14' .1).C416 -.I1-1287 1555 2IS,()1 201 1.651 L-216 :.481 _0.21' _1211 11.20" 027 1.626 0207 _1161 0262 1)-153 -9.01!8 -57_3-16 1552 230430 1.65,' 1.:16 1.183 x'I" 0211 -u 211' -1)21 L626 1I-o- 11.161 C,ZQ 0.151 -(1.x118 5-.)-16 4 1543 11)N')A4 1`-111 1.659 1.736 1.482 1)217 -_'II 208 -0621 1.625667 0.20- 1.1.161 1,2c2 _).153 -0.069 -5 7.1'16 8 1316 19"859 08 I/,50 1.7 V,, 1.482 1.'17 -).211 G.'OS ).'_1 L625667 11.2!1' 0.161 U-26' 11.153 1x�ri 75:61 l6 IS 1530 1068'14 19- 1.654 1.136 1,182 -0-21- -,2,11 1'.^__11, -1121 L625667 0.20' 0.16) I.'_6 1).151 11008 -5:'1-16 10 153(, ":851) ;'IS 1.652 I.-1 11-8 2'_-1 0?1- 1)-212 -0.2' 1.62 02_11 0.163 1-261 0.155 -114x18 _57.3-t1) 1 1853 _158111 254 1;8S 11111.1 I.II �U.2')1 0.283 -11.28 '._'8 1.$53 -- 0.21)9 0)1)e 0199 10.01 71-145 1809 141-18 2.12 1.582 1.663 1.41 -1294 4.284 1).28 (129 1.551667 02i, 5 111.209 13108 U.1.99 !1111 '4-145 4 1640 216-'_1 21- 1.5-6 1(,56 I 1112 03 -0-^91 -0.288 -('.24 1.544667 0.26 0.214 n.31" 0.204 -1).111 :'17145 8 183} 2451`:5 246 1.57-1 1-615 1-4C2 8102 0.92 )288 1.543667 11.26 11214 1x313 U.204 0.0: -71.-145 0.2111 15 1801 3111196 250 1568 1049 1.3117 03118 0298 ,293 _11.30 1.538 0265 10319 0312 0.243 _(1_x16 -111.^62 3o 1562 ^50:57 250 1.563 1.645 1394 0_713 C 302 -012% -0.31 1534 0.26 0.221 0.319 0 21 0 .1171 78-88505 1 1.160, 2,)119 2'�9 I.-17y 1566 1.317 -0.}98 181 -x.374 -0.38 1.453667 0.119 0.2-3 0 367 (258 .1(115 -10'.571-5 21;7 ^1M-157 '^4 1.485 I.S611 I_;17 10.301 V.378 -9.3'3 -038 1.457 0318 0.272 (1.367 4268 -11,1)14 -1['0.41103 4 21)1 2934')3 -c,1 1.485 1,569 131' -0,391 -1)378 -,)171 -U-38 1.457 0.318 11-272 0.367 01.'_58 -V.Ltl4 -1(10.41893 8 1210 2')1735 _/2 1-483 1.568 1.316 1113 -U,}-9 -0.374 -0.18 1.455667 11.118 02 2 0.36? 1)._58 -1101.1 -11814003 15 2173 30112-14 3(1)1 14'4 1.550 1.307 0402 -().388 `1381 1119 1.446667 - 11'79 0.371 12&1 .0.1115 -tu'.57175 3� 1 30 2139 2114?79 1�)5 1.1-2 1558 131_6 70.41. -11386 -J 381 039 1.445333 1125 11271) 0173 0.264 -(1.1111 -t( i-1,5 f 2453 35111170 3511 1,y)2 1.481 1.226 -�i.-184 0,166 1).164 -4.1- 1.366333 U.78 0.}34 0.425 0316 Ul!78 1'908GI 24-8 349266 349 139 1.479 1.226 -0.48(, ).468 -1146; 0.47 1.365 0.38 10.914 0.428 0.319 A1I5 IO'.57175 4 24-6 3.19'_61, 30 1.38 14' 1.218 -1).496 -0.477 ).172 -048 1.356 11386 1134 0.411 22 -01)18 -129-0661 _ 8 2463 346855 147 1.+ 1 369 1_21- -0'197 -0.5'8 -0_47.3 -i 15' 1.321667 0186 014 1411 1).121 .0_018 -129_0861 l5 2491 34492: 3.15 1.}" 1368 1_216 -0.499 0579 0.1-4 0.52 1.320333 , 187 11.341 0431 0.322 -0.(119 -136.25155 3v 2401 316334 34' 1-37 13(,2 1.21 -1).506 0.585 -()-48 -1)52 1.314 10.39' 0-346 0-4.36 0.32 U.u11) -13625755 1 2783 198289 31)8 1.2,)4 1389 1.132 -0.582 0.558 0.558 -[757 1.271667 114-r 1.4111 0488 11.3'9 -0.022 -1577'.19 -u 396199 3'16 1.287 1.388 1.132 -0.589 359 -0.558 -1).i' 1.269 1)44' 1)-101 0.488 0.379 .0.022 -157.7719 � � 11 4 396521 39- 1 84 1.381 7.I} 0,592 -1).SG6 -0.56 -0 i7 1.265 0448 r)-11)2 0.481] 11.18 .0.0!22 -I5-'+719 8 27%8 59-485 510' 1.2'8 1.37-1 1-124 -05108 4.5'i ().56(, -(1.58 1.258667 0.41' 1)71'% 0.492 0.183 -01123 -164.,11333 IS 27')1 3995-5 -I(!O 1.269 1.360, 1 116 1160- ('581 1;574 -0.59 1.250333 (1-458 0.41_' 0498 )W.) .0.1)23 -10494335 3(1 27'17 199891; 1M) 1.262 1.36 1.111 -0.614 -0.58' _1-5-^ 0i4 1244333 0.462 0-416 051,2 1.193 .0.1123 -16494335 45 2781 3')8289 398 1.258 1.717 I.11,6 4,.(,18 -o" (.584 -C.60 1.240333 1;.464 0-118 0.504 1139; UA 123 -164.,14335 611 773 396682 w' 125(, 1.355 1.105 -0.62 -0 192 -0 585 -0.611 1.2.18667 U. 165 10.417 )505 1).396 -0A_^^} -164.94715 _ r -5 278i 398610 349 L'S 1.75'_ 1.101 -0.621, -..51'5 x.)58') 0.60 1.234333 1.41)8 0 ' 1- ..4_2_ 9-�08 U-3'19 -11 U1i -164.9.7335 911 -6 39�I 1,4 39- 1.249 1,151 1.101 0-62- 0 596 x!589 -((.0 1.233667 0.469 0 423 o 5uv (.4 .0,0'_3 .1614.94333 7 21'1 19861„ 3,11) 13,H 1408 115(+ (t.SG- -f 1.5.4) �,1,14 0.55 1.291 ) 12 fi 3-4 11.•15') 035 -0.(131 1'2.1 IM1ft - _ 21,,5 3,P161 39- 1._71 1709 1156 usu, 11539 0534 -055 1.291333 (1 0 .42 .3_4 ),m 035 4024 172.1148 4 2166 299922 31 0 131 I:tub 1.156 0.566 -057'1 1114 -1151 1.2%333 U.-12 01)-4 U.59 0.35 -1102_4 -172.[148 8 2170 298958 301 1.31 1108 415(+ -0.566 -0.539 1).53-I 455 1.291333 1)42 03 4 0,159 0)i -111'4 i'2.1148 IS 2189 29911'9 3111) 1.311 1.409 1.157 U.5(,S -0.538 -_3.177 .11.55 1192333 u_11 0.3_4 i14i9 0.35 0.024 .172,1148 1 1550 21)9761 311() 1.123 1519 1.269 -0.454 -0.328 ').121 11..13 1.403333 0.31 1)281 C.371 C1,263 01"1 -I11I Nk)45 1550 30281; 300 1.422 I51`i 1.269 (I-4S4 t). ).-121 -9.43 1.40333} c133 0.284 0.)72 0.201 0.021 -i50.G0015 4 1.556 200109 201 1722 1519 1.269 -0.454 -0.428 -0.121 043 1.403333 0.33 11.284 0372 0.263 -0.021 -1,50.(1(1045 8 IS48 200109 200 1.426 1.S22 1.272 ,,45 .0.125 -V.418 -041 (.406667 ,t 325 0282 0.1' 1).261 -_1021 -150-60045 15 1546 '010'3 201 1.41 1-526 1 2 -11.446 r0-421 11415 -11.43 1.410333 -)725 0-279 0.36- 258 -0.021 -156.609/5 1 930 19978- 2011 1.55- 1.65 1.493 -0319 ).297 -0.78 -110 1.536667 0.225 <1.I?9 0271 0.162 -0.017 12_1.91465 2 958 199466 179 155- 1.65 1103 -0.119 -078 -0.287 -0.10 21' 1.636667 0__, 0.179 1)62'1 Uls2 0nP 7121 1)1465 4 Y57 1110456 100 1.5 SN 165 1-)0) n.t13 -11.29- .0286 1140 1.537333 0.171) (12'^_ 1).16} 9.016 -1147432 8 972 10495- 115 1558 1.65 1.404 -0.718 -U 29- ,11.286 -()311 1.537333 0.225 10.179 0.2-2 0.163 It016 -114.7432 15 973 104"96 Ins 1.559 1.65 1.1040.31H 1629- -11.28( .11,3_) 1-537333 11.225 0.1-9 (.2-2 U.f63 -0.016 -1147432 1 304 111-207 10 1.728 1.81ri 1.5-3 -0148 -1'_131 .11.11- 0.13 1.705667 0.091 1).04; 0.1% 0037 -001 -71.-145 ? 103 IJ-168 10- 1_28 1.824 1.5'4 OI48 U-123 -0.116 -013 1,708667 0.0,1) O.O4G (1.146 00" 060117 64.54305 4 301 -161 1.-11 1.83' 1.5'3 -0.141 112 -.1IS -01.1' 1.711 4019 01,144 0.145 1)1136 -0,018 -571-16 8 71.15 ?21 a 1.734 1.831 LS9 -0-142 n.I7G -0.111 -0.12 1.714667 0))88 (1.042 0143 4034 101,,8 ,7.3716 IS 401 11 0 1,738 I-835 1.581 1'.138 0.112 -061119 -f 1< 1.714 0.1088 0.042 0.142 1),1133 -U.IXI'J -1,4-14305 Ok Oft fft Ow AWA Alk A% Aft . , Aft Ak wft .W A Ak wt. Aft Aak Ak •w, Ak wm Aft Aft ..k Alk Alk .W Aft AK 4w Alw Aft AO% Agk .k .A. Ak AOW Olk Olk 40k TABLES ilk Ok 0% Oft Am* Ak Aft 44k AIWA Ak AW Alk AW AN% Am AW • Ak Ak Ak .r, Ak .w Aft •^ 4. Im Ak r - O'Reilly, Talbot & Okun 4—ate► ► J1480-01-03 [ A s S a c 1 A t E S ] October 29,2007 ' Steel Pipe Pile Driving Report I Lunpshire Daily Gazette OW We appreciated the opportunity to be of service on this project. If you have any questions, please contact the undersigned. Olk Sincerely, " ` O'Reilly, Talbot&Okun Associates, Inc. A Michael J. lbot,P.E. Principal Attachments: TABLES Table 1 —Summary of Pile Load Test Results Table 2—Summary of Pile Driving Logs A FIGURES Oft Figure 1 - Load Test Plot APPENDICES Ak Appendix A Limitations ON Appendix B Drawing S2.1 - Foundation Plan Appendix C Pile Driving Logs Appendix D Dynamic Load Test Report Appendix E Photographs c: Frank Aquadro (Aquadro &Cerruttt),Mike Lally(Sea&Shore), Charles Mitsis (Dario Design,Inc.),Jonathan Walesczyk(Speight,Marshall&Francis) O► FAJ1400\1480 Newspapers of New England\01-03 115 ConzSt.Northampton-Cc)mtr.Phase\Pile Driving Report.doc ob lftl Oft ORA l 414 Page 5 Ok Alk Ak Aft Aft Ak Alk w AW Ak 44 Aft AK Alk .wb .f 4k Alk AMA Alk Ak Aft .w, .ws Ak ANw .w, Ok O'Reilly, Talbot & Okun 4--4j333Zr3BnW J1480-01-03 ( A s s o c I A T E s 1 October 29,2007 Steel Pipe Pile Driving Report _ Hampshire Daily Gazette For the 55 foot long friction pile (Test Pile No. 11) for which BOR measurements were ± !" collected, the Case Method estimated a capacity of 89 kips (44.5 tons). CAPWAP analyses Ok were performed on Test Pile No. 11 using a selected restrike blow. The CAPWAP capacity was determined to be 85 kips. Thus the PDA measurements and analyses indicated that the Ob Ph- friction piles would meet the ultimate (two times design) loading of 30 tons. O► Static Pile Load Test On October 9, 2007, Pile No. 32 was load tested using the quick load test method. Engineers from OTO and Sea &Shore Contracting, Inc. were present during the test. The test was performed in general accordance with the Section 1817.4 of the Massachusetts State Building Code (MSBq, which follows ASTM D1143 "Standard Test Method for Piles Under Static Axial compressive Load". Pile No. 32 was constructed in accordance with the preliminary driving criteria set forth by Aquadro & Cerruti. OTO provided a geotechnical engineer on site on a full time basis during the pile load test. Photographs of the pile load test are presented in Appendix E. O' The design load for pile No. 32 was 200 kips (100 tons), which resulted in a test load of 400 Ok kips. Results from the pile load test are presented in Table 1. The load deflection plot is OR shown on Figure 1. Deflections were small and the load-settlement curve did not intersect the failure criterion set forth in the MSBC. Therefore, the allowable design load is 50% of "' the maximum test load (200 kips). OW Summary and Conclusions Based upon our observations, thirty, 30 ton and twenty-four, 100 ton design capacity concrete-filled steel pipe piles were installed at the site, consistent with industry practice and meeting requirements set forth in the pro)ect specifications. The geotechnical engineer designed the piles based upon empirical methods, which were supplemented by field measurements including dynamic measurements during driving and a static pile load test. OTO provided full-time observation during the pile installation and developed driving logs for each pile. Pile Driving Analyzer (PDA) measurements were collected from selected piles both during Ok initial driving and during restrike. These measurements indicated acceptable hammer 00� performance during installation pile. Computer analyses performed using information collected with the PDA indicated that both the 100 ton and 30 ton piles met design load capacity requirements. The subsequent static pile load test, performed using methods set forth in the MSBC, indicated that the PDA based capacity estimates provided a conservative estimate of pile capacity. O► Olk Ok 0% !f► Page 4 !A 4 •k AW Ak AWA Aft Alk ww .w, Alk Aft Ak Ak Am AM Aft .W, Ak •lk Aft AK .w Aft ASK Am Alk .s. Ak Ak A** *+4 Ak AMk .R, AMk A r O'Reilly, Talbot & Okun 41[C3MjBjB► J1480-01-03 [ A s s o c I A T E s ] 1 October 29,2007 110k Steel Pipe Pile Driving Report — Hampshire Daily Gazette _ tested during either the end of driving (EOD) or beginning of restrike (BOR). The tests were conducted using the Pile Driving Analyzer (PDA) Model 586 PAK, which records, digitizes, and processes the force and acceleration signals for use in the Case Method and CAPWAP analyses. The dynamic testing was carried out in general accordance with ASTM D4945, "Standard Test Method for High Strain Dynamic Testing of Piles." Photographs of oft the PDA are attached in Appendix E. Instrumentation Ok 00111, The instrumentation used consists of two strain gauges and two accelerometer transducers attached at a minimum of 3 feet below the pile top, and provides information about the driving stresses (compressive and tensile), hammer performance (transferred energy), and pile bearing capacity. One strain gauge and one accelerometer were placed on opposite sides of the pile circumference to minimize the effects of uneven impact and pile bending. The PDA records and saves selected strain and acceleration signals for each hanuner blow during the driving. The strain signal is converted to a force record and the acceleration signal is converted to a velocity record. With this information, the PDA determines the compressive stresses, displacement, and energy at the pile tip. The pile bearing capacity can be conservatively estimated based upon PDA measurements using the Case Method. Selected blows were processed to predict the static pile capacity using the CAPWAP analysis. Refer to Appendix D for literature on the dynamic testing,the Case Method,and the CAPWAP. `"t Results Olk oft PDA measurements indicated that the hammer was operating at the maximum setting, transferred energies ranging between 19 to 25 kip-ft for Test Piles No. 32, 41 and 53 (each oft of which was a 100 ton pile) during BOR/EOR/EOD. The transferred energy averaged Milk around 13 kip-ft for Test Pile No. 11 (which is a 30 ton pile) during BOR. The energy transferred in Pile No. 11 was lower because the driving resistance was lower and the hammer was operating in a less efficient manner. It should be noted that a pile driving /!► hammer is never able to achieve the maximum rated energy(which was 47.2 kip-ft per blow) due to loses inherent in the driving system. The energies measured were within the range of typical hammer performance. ok At refusal during EOD/BOR, the pile capacity measured for the three 100 ton piles (using the Case Method) was around 350 to 400 kips. When the blow count averaged around 12 bpi at EOD, the estimated capacity ranged between approximately 380 and 420 kips during restrike. The Energy Approach Method, which can be used to predict long-tern pile capacity from EOD records, indicated a capacity of around 460 kips for Test Pile No. 32 driven to refusal. CAPWAP analyses were performed on Test Pile No. 41 for a selected " restrike blow. The CAPWAP capacity was determined to be 405 kips. Thus, the PDA O measurements and analyses indicated that the piles would meet the ultimate (two times Ok design) loading of 200 tons. Oft Page 3 Olk Ink Aft AW Ak A*s AK Ak Aft Am A.w .«w �w •w Aft Ak Aak *W, Ook Am Am ww Ak Aft Alk Am Alk ..a .s� .w Aft 00 !k_ T O'Reilly, Talbot & Okun AGZMMM00- ► J1480-01-03 t [ A s s o c l A T e s I 1 October 29,2007 o, Steel Pipe Pile Driving Report Olk Hampshire Daily Gazette _ was done utilizing a Drive-on Pipe Pile Splicer. The 30 ton capacity piles were constructed of 9-5/8 inch diameter steel pipe and extended to a depth of 55 feet. These piles derive their ok capacity from skin friction in the near surface sand layer and underlying varved clay. Ok Pile Installation Oft A total of 54 concrete-filled steel pipe piles were installed by Sea &Shore Contracting, Inc. of Braintree, Massachusetts between October 1" and 17`h, 2007. A summary of the pile Or► driving logs is presented in Table 2. Drawing S2.1 (Appendix B) shows the pile numbers O„ and locations. Twenty-four 100 ton capacity piles were installed beneath the printing press pad (18 approximately along column lines A.25 and A.5 and six along column line B). The ' remaining 30 piles were designed for 30 ton capacity and were located beneath columns around the perimeter to the building. The piles were installed using a track mounted crane equipped with fixed leads. The piles were driven using a 4,000 pound Berminghammer B-3505 single acting (open ended) diesel hammer with a maximum rate energy of 47.2 kip-ft per blow. Following driving, each pile was filled with 4,000 psi concrete. Concrete was provided by Chicopee Concrete, Inc. In general,the driving procedure was as follows: 1. Set steel pipe pile on ground. oft 2. Drive the pile into the ground. An OTO engineer recorded the hammer blows per OVA foot of the pile. One-foot intervals were marked on the steel pipe by the contractor. 3. For the 30 ton piles, the contractor continued driving until they were driven to an embedment of 55 feet below the design pile cut-off. 4. For the 100 ton piles, the contractor continued driving until achieving the final driving criteria of 20 blows per inch for three consecutive inches. 5. Following the completion of the pile driving, each pile was filled with 4,000 psi concrete with 3/4 inch aggregate. 6. Immediately following the placement of concrete in the piles, seismic reinforcing rebar, which consisted of one, No. 9 bar, was placed 8 feet into the concrete with a standard 90 degree hook > OTO provided full time observation and documentation during the steel pipe pile installations. The number of blows to drive the steel pipe piles and the total depths were recorded. Pile installation logs are attached in Appendix C. Dynamic Pile Testing On October 2, 2007, four test piles (11, 32, 41, and 53) were tested by Geosciences Testing and Research, Inc. of Chelmsford, Massachusetts in order to evaluate pile capacity, driving stresses, and hammer performance during test pile installation. The four test piles were Page 2 oil Ol► •wA Alk AMA �w► .w. Aft •k Alk Aft Alk .0, AWA AOW .w, Ak .•t +lk Ak AM wk do% .w, Aft AM EnvironmentalSafe[vHealthGeotec.-hiical r O'Reilly, Talbot & Okun 293 Bridge Street Suite 500 Springfield,MA 01103 Tel 423 788 6222 J1480-01-03 Fax 413 788 8830 October 29,2007 VAm,oto-env.corn O, Mr.Aaron Julien Newspapers of New England, Inc. 115 Conz Street Northampton,Massachusetts 01060 Re: Steel Pipe Pile Driving Report Hampshire Daily Gazette Dear Mr.Julien: Ob This report documents the installation of the deep foundation system at the Hampshire Daily Gazette in Northampton, Massachusetts. O'Reilly Talbot and Okun Inc. (OTO) was retained to observe and document the installation of the piles. This letter is subject to the Ok limitations attached in Appendix A- 00 Work performed for this project consisted of the installation of 54 concrete-filled pipe piles, the measurement of driving stresses, hammer performance and pile capacities using a Pile Driving Analyzer (PDA), and the completion of a pile load test. The general contractor for the project is Aquadro & Cerruti, Inc. of Northampton, Massachusetts. The pile driving ' contractor was Sea & Shore Contracting, Inc. of Braintree, Massachusetts. OTO was the ph geotechnical engineer for the project and provided a geotechnical engineer on site, on a full time basis to monitor pile installation. General Information The subject construction to the Hampshire Daily Gazette will consist of an approximately 6,000 square foot (in plan) addition to the northwest of the existing building. The addition will be approximately 130 feet long and 50 feet wide. The addition will hold a new printing press, which will bear on a concrete mat. Subsurface conditions consist of approximately 25 feet of loose to medium dense, fine to coarse sand with varying amounts of gravel and silt to a depth of approximately 25 feet below ground surface. The sand layer was in turn underlain by a soft to medium stiff varved silt and clay, which extends to a depth of approximately 95 feet. The varved clay is underlain by a very dense glacial till. A�► ,w► The proposed building is founded on a deep foundation system because the printing press ok pad is subject to tight settlement tolerances. The foundation system selected consists of concrete filled steel pipe piles. Two pile types were selected: 100 ton capacity pipe piles beneath the printing press pad, and 30 ton capacity piles to support the building loads. The 100 ton capacity piles were constructed using 12-3/4 inch diameter steel pipe and derive their load capacity from bearing in the glacial till below a depth of 95 feet. Due to the lengths of the 100 ton piles, they were installed in two pieces requiring a field splice, which 04 AWA w� Aft Ak Ak ,•t Am AWA Am AM AW Aft Ak dw Solt 4m Wa 4w Awk Ak ""W Ak Aft 40 January 15, 2008 Construction Status Site Work ■ New Sanitary Line has been installed from Conz Street to new SMH1 per drawing C3.0 ■ Storm drainage has been completed per drawing C3.0 ■ Electrical duct banks installed with conduit per drawings C3.0 & C4.0 ■ Concrete Pad for Mechanical Unit RTU 1 has been cast per drawings S2.1 & S5.1 ■ Switchgear and transformer pads are cast. Building - Exterior ■ Piles and pile caps have been installed per the project documents. ow ■ Press Pad has been placed per the project documents. Ak ■ Roof curbs for Roof Top Units are installed and flashed ok Building — Interior The Temporary Wall between the existing Office Area and Plate Making Room is installed Duct work is roughed in Plate Making Room and Roll Paper Storage Room ■ New 6" diameter sprinkler main from existing Sprinkler Room to Plate Making Room is installed ■ 4" Gas Pipe is complete from existing service to existing Press Room. Approximately 65% of electrical work is roughed in. oft Scheduled Work Am ■ Pre-Engineered Metal Building to be on site January 7`h "'' ■ Two weeks estimated time for steel erection. MOP Akh .ks Aft Am AYA Alft Al► Aft AW AM AM Oft AWA APA 0^ AM iw AM 46 goo �j ARCHITECTURE _ DAR I O ? DESIGN :52 PLANNING DESIGNS CONSULTING THE Newspaper/Media Facility Design Specialists Oa 15 January 2007 Mr. Anthony L. Patillo, CBO Building Commissioner 212 Main Street— Room 100 Northampton, MA 01060-3189 Re: Periodic Progress Report— September thru December 2007 Daily Hampshire Gazette Dear Mr. Patillo, , Attached please find the following; 1. Status of Construction 2. Geotechnical Engineer's Steel Pipe Pile Driving Report 3. Testing Agency- Reports of Concrete Field/Compression Testing 4. Testing Agency- Reports of Reinforcing Steel Inspections 5. Testing Agency - Reports of Soils Field Compaction Testing 6. Structural Engineer's - Site Observations Reports 7. Electrical Engineer's—Site Observations Report 8. Photographic Documentation If there is any other information you require at this time please feel free to call. Respectfully, Dar' D signs, Inc 7 Alm Charles G. Mitsis, Sr. Proj. Mgr. 29 BARTLETT STREET MARLBORO, MA 01752 508-877-4444 FAX 877-4474 WWW.DARIODESIGNS.COM Construction Progress Report For DAILY HAMPSHIRE GAZETTE 115 Conz Street, Northampton, MA General Contractor Aquadro & Cerruti Inc. 25 Texas Road Northampton, MA 01060 Building -Permit No. BP2008125 DARIOZ DESIGN MARLBORO,MAR BORO, MAT01752 PLANNING DESIGNS CONSULTING FAX-508-877-44744 PROJECT NO. 0708 January 15, 2008