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Home My WebLink AboutWQ0003626_Liner Quality_20131206�.b • Dewberry. Dewberry Engineers Inc. 2301 Rexwoods Drive, Suite 200, Raleigh, NC 27607-3366 919.881.9939 919.881.9923 fax www.dewberry.com December 6, 2013 NC Department of Environment and Natural Resource (NC DENR)— Division of Water Resources Attn: Nathaniel Thornburg 1636 Mail Service Center Raleigh, NC 27699 RE: Campbell Soup Supply Company, LLC Non -Discharge Permit WQ0003626 Lagoon i Liner Quality Control Report Dear Mr. Thornburg: Please find attached quality control reports for the installation of the HDPE liner in Lagoon a, at the Campbell Soup Supply Company (CSSC) in Maxton, NC (Non -Discharge Permit WQ0003626). Field quality control and testing reports include: subgrade inspection and acceptance certificates, daily trial weld testing data, numbered panel layout, daily deployment log with non destructive (pressure) testing data, field destructive testing results, and a repair log with locations of each repair described. Reports for destructive test performed by a third party laboratory are also included. Please feel free to contact us with any questions regarding this information. Sincerely, cc: Jim Barber, Fayettville Regional Office, Aquifer Protection Section Jamie Collins, Campbell Soup Supply Company Greg Westbrook, Campbell Soup Supply Company Dan Wilkinson, Dewberry Katie Jones, Dewberry PLASTIC FUS.: PEOLaYNT.HETIC.INVENTORY......,.CON-TROL, RECORD MATERIAL DELIVE '::::$1TE MATE:RAIL _ . - •c•••••ea'• R91:1Z,NUMBE.R., CROSS REFf_NP: TJ 71'15 ,i`s, • Ob f _ )(a • t , • ROLL;DiMENSIONS • LENGTH (F,T), '11 2,1 I WIDTH: (FT) • iTUICK (MU_) 4, • • REMARKS, - ' - • RID ' — ' _ • dig) • "f r-- PLASTra FUSIQN FARR .....GEOSYNTHETIC: INVENTORY .CONTROL :RECOka MATERIAL DELIVERED TO SITE MAtERIALTYPE'..; • ,Rgi.11....,.NutylaF,F3. :cgoss, . ROLL DIMENSIONS' REF PJO:LENGTH .(FT) f_ , WIDTH, (FT) THICK -AMC 21' .REMARKS. • .-'714191 _ Ir're 3 3 (- ,.3 7 • cf- [13 et- 11- (11 If 7 71- • - . - .1' ; _ • • :Az f/RDJECT:- CONTRACT - LOCATION - • • • amisammafe;:a:7Tm•Ww (Owhees rCdrifraapt);have 6art10.10-ted.a.tleikNyijY: thru ori this dayof _ ;hereby acpt the ,gestsy•-i-ithetioliner .4y,tet-00foxifeloet and iinstalled 1?kPlastic FusTbn FabnQators, Inc and agree that all -cOnlio0nOritt, ;:.relOrel.:::t9140,Jirfor:sy.$(6m have been installed in ttrid..adtbOalidet5 an change ordrs RTCONTI ••• , DA E' Q46; P, ST P:c0.04tN4,(6.07.; PI:-.919ct41°09-Gf :PPP Cusrpme. 'CERTIFIOATE:O. EPTANC.E: DE SURFACE BY O.V 4TH Elio !nisi-At:1E14 tic ftIC 4_411tyjCAspraii:Pe dItaPr; tv4 • rs"...11.• . . . • _ - INtiteL.PrF1§,represonfatiV.6.-:Thmrilycpifify,,inq itrofTh ibt006.15j0 titairt�f -..606yntti 066.5 prOdu05-15Frxioe-nOt..460e0t any responsibilitif.40iStAfi0-,ttaidtciral intnty of the subgrade • ,it.,telikking -jbLiKric5t(ipittettA0.9,rade• 0v4t10.Eis'•- content 04A0a6pktfiaiif06410cyrnipit. S 0104.1.41cdibM pFF:cjjstome CERTIFICATEE ACGEPTAN ta0 0.8's U RrA:ct For iti ritbi, Jr s,E004Ligpty-A§§urarite aonsulteh(t; 4565.*1717fgTO INSTALLER ept6§ehlativ.6: . . • N(4.0te ','''• EFF:$:. tel5t0-.ebtaticie-:i:--iiriVbeflifYirigftfgAh0 iiitraOqi*urfRb0 is accept8ble ror the installation 4 geosynthetics OttottUttt". PEP does)••ricit. a qoqi)t'..? any -0qp.cinsibilify,fprAhe -5411411rel' rntegnty of the subgrade), iiiOlidin0 bLit.Ofitjitiiited to grad e' eleVati 6(0; rd-b(i)04Ctiqrj 6, ft-10i§u rp:pohtent and,',plArfqc,q. iliali)topppp:p: ,dirrilltdol(')y-rbott, ,..., Date:: -CERTIFICATE :OF .ACCEPTANCE- S,U.BGRADE:SURFACE'BY GEQSYNTHETIG,INSTALLER; •Or. `Pi'oject;Location;= PEE- .Cusforyier For Plastic Fusion Fabricators', I ForQ.uafifyAssurance. CansuItant For C ustamerrQwrters:Re.preseritative;: Note PFF's tepresei tative is only, certifying that_the subgrade•surtace>is acceptable forthe. installation of; geosynthettcs products PFF- does not accept any responsibilityforthe.. structural integrity of='the subgrade, including but notlimriited to g"r.'-ade elevations compactio i moisture coi tentand surface maintenance: during deploy nest„ Dite PrfOle;ct Jame: Pr.Oi.ett 1-06ticd) PF.ff "P-14tornqr-, PLAS CE. :LiS FON FABRI ATORS, INC p.f,:$11:E.3Q RAD SURFACE By GEOsyNTHETIC INSTALLER e.. • - - - •-• /*672, 19: Plasti6,„FulOn-F-abricalors, for- Ofjp14 ASpAra.n:p6 QatItitItant:: Ecir,Clistorneribwners Re preentative:' Noe: PrE.1-rpproserifative=-fS. 'only:ter-06411g itibfilio.-sub-g radio: surfa co ISE:accOptabi0.:.fcr:thlOi0111atiltill • . . . • ci geosynthetics products PFF does not accept any responsibihty for1h0--,qtqcfqra1 integrity of the subgracie inCludin9i content and dueirg,qp:Ploympot ate- C-EkTIFICATE tFSACQEPTANCE .,'SUBGRADE SURFACE BY GEOSYNITHETIC INSTALLER pFFrCustomer OUPIP§itc'#9519:6'0,i-jo,tc5A; 11:10,t ForQuality Assurance Consultant t-RepreelitatiVe:! — - , 1PFt-.0fiteSeiltativajo:.-Only deitifyitiOltiat,th8.'s.u.00040. tbrfb6e.;i, At6ept5016-fitirtffe geosynthecs products PFF od_es, not accept any responstbiltty for the struptural iritptitsf..ot thesubgrade eleyaticitia,:oktifotion:„ rnoittui-OttiptetitArjd surface maintenance _ ---- .:, „) ,,, P, t--.3 g,:? \I- v • - i_.. ...5) .-) .f : _ 5).. . .• .., . . ) .. S -? • IP _...S) 9 _ — ....cr -I rvi. ... ,.. ° --- ,.. , ._, : •• .---1 di, ---' ._.c- 9:1. - - • ' - - - • J _ e - . .„ ......, 4Z7" . z..,,,„, CT - - --i fri •-•1 > m E g a -10 • 0-- F"--• 0 ez", e%' ''' . ' - .-,.1 ...1 • ,r-- 1 ---1: '4' C' : .1 ,....r. ._J.7--,I U. .--1) c- < ,._1,-r'.1 ,•-:_1 r- 4-- 4,.._. \s' .' -.3 ' Cir- •--j- ...i_ .. Z „. - . w ' * - C c <ZT • G 6 ' cri s c• I C, --t" -.• , .,_-- , 1/4- . : 0 . . ,v.,'c ,G.' • 0' Or , rn_ 70 cri" tJ)•V ., 6 r 'C's--- - „ .r: SPEED' 'Cir - . -- q:'-' i---....--- lift - V - - •-• ti= - ^ I -.4 .+,•\) --.-J SHEAR • • (L)43 . • , . - -: . -`1 -. 7c- '..,i) ti.--- - • (X) t4 61. . . '._.-- '•,. ' - '2 7;) 7r) rn b ilirmil ---"' ?4 L.:LI-. Cr ----e' • 1 11111 4 i'' . C7 21111111111111 111-K)' ':+—iiii -F. 111 Q7' Oil • m % 1111 ......... . . m - - - . , . r It I '.. .. . 001 1/11V3S PLASTICFUSION: FABRICATORS, INC.. d t. f +. .. ., 1 ( 5 �( r 0,......., `ter: 'f^•! • 4, • • • I . .7 1 • • • ft - 14 .71 ).7 •:t., 14. DEPLOYMF:NIT- PANE,L id PLASTI DAILY berfMENTt •ROLL WIDTH: LENGTH • Al3RICATgRS INC* 3 ' Lt- PLASTIC FUSION FABRICATORS, INC. DAILY DEPLOYMENT DEPLOYMENT PANEL NO. ROLL NO. WIDTI-I. LENGTH • ' 17 01 is 9. , :01_ • 4 -} Pi 7 ;•:&W• 41_' • 1,7'6 aT 1_, k,t, 13. . 3 3 . ao . r• 1 I. • . 3 L . 73 '15 34,, f3: , .-.--3S- :s. a -a-5-* . 3 .-,_ , i r22,5,_• t1Y1Vs , rLd DATE: 9:-.)?-gd SEAMING RECORD ' PRESSURETEST - - - - _ _ • . _ _ _ _ QC MIT: -a PSI ' TIME :SEAM Q. OPER. ' MACH. NO LF OF WELD START / STOP START/ • STOP, - 1-0 'lb: _ 101:40 10(9.S. ?). --d.b 7? Of ri it3 0- is'. , t 7 t4i la.. 36 ,! lot(j3 icitfir ib--)19 /(,,4, 77/7, : ld _ 70 ili'd if1&• )i/ j7s itC6, 7P) 9cr ' iii,:t,q.,. gia7 _ J2-1? Kii,v '1,77' 1__. _76 32_,,.• II ;;L-' 2.- )1147 IP' /At AL 7P - 111'0 lh'IS' 191,--.2I 4:1•-, 771 ' . '3d- qo ptqL1 iltIs ... .;„/----,2-• AL 7t,0 : 3tr • . 36 i m6 1111 ' -2- kik, "IP- . V.1) - •:10 . /1(51 iit:5V• -W kt . j4 O. '. _ , 5b • '36, . ' . 0 atis cl.0- .2L . -.7 p /0c..-71 _ 2)t)* • WU, .e2A1)4 7---;d7 '277 , - -_ -,cs. 1.,,, a:ta:7,, i- A. k6,-.•-rit) • ' ° 73 b 3t4- aj13°x . XI- - 36 lit, k‘ , 77 . _ 9u--(. 'AIL,.766. , , 1 7 6 a..A1L1 :xj_L_ 1 ' 3 i -3..z- A.,4,.. 7 77 ' _ ..b. .„ '3 b 7:6-1:= ' __b _ 315: 33- ift. of,(1 kt'77-1 ' -----0 -5(> a_._11.0 2-35 c..-/Cb., . 0 I-5, 7 06 2235. .: ttk,i,, 7 7] .:_:. . s , 5 0 . iD ,t3-2_ 9:,17 (--3.-/ 777 '_141 . 76 _ 76 „/7 r.a 1 18' _A---k kJ; '777 )2 5.' '') 0 :- 61 . •e3'2.--' ;t1/51 --__1 1.6_ '74;0 yo-r: , 's_ 3'- ,3.,1-r -..3.1-0. . •, . . PLASTIC FUSION FABRICATORS, INC. - '., 01 p.1L1.Nl1.l1.reiF.;!!1'iI. ,,•, :. -J1\''1 ..i'I• :•. .•,','. ; '...3.,,.,'• ,. ' (L.i•. ,- 0o 0 .-.5' ' '!-., ',-... Ii . ., .,).: L,.1,.Q•b.( ‘. P'6j ' _y -•;i,,.1',;,I ',. ' ,• - :• 5 ' ,..i 'Y- .-- • I • Y i(T4-(G.(0'-5C9i-3 • '... .t. 1/ . ZS.O', :,,'''•, - , '-. . .-. '. .0--NV.t.f-/.,I/.;l1r-3i1;-•'Cb," ,3.1l .5'- rI b- • ' - DATE: ei ijJ 3 SEAMING RECORD PRESSURETEST _ QC INIT. _ • PSI " TIME ' SEAM NO. OPER. . MACH. No •LF oF WELD START! - STOP START 1 STOP -- 3li 12C. "7///b 3:9 VI 9-t1 Cc() 9 b AZ- 7, 0' " '3 b, lb. qLi-If ILL r71'77 1 lt5'4 97 qt-ti-2--- ki,- 7.-1) : -LT! 11 't 5,5' 'e,' 0 9([ • (=-1 -7 i; & '3 0 30 LI Ls& @I: ii5, A., L, -7.. 70 - 70 ct,r; . . I to,cp- 4c, 'It A„.4, -2:4--ei 74),- . . ip..tot — ,loi!o7 - (11 X14.- 7 ),1 36 .3(5 itiLOGT /COO • 11 7-'1) 1 1<!:e__ ‘-1 lc° .. .30 : 30 , /0t 6 q. (IF-9'1 AL .• 717 11 , 7/ Vos: /cob .).(vt "\\ .3d • it) f-tol-6 •Jose •-• k, I. -2'71 . \, 3.0 - 3b in t I -1-. loei7 . $'1--ga- k, • `7i.115 lb 1113 0111: 777 _ _70 -.3.0 70 70 Alt 1 --,-)G:-0 - 3D 36 IA Pi A P--3 / 5 7 IL.2,, s.?"7-1 5d: 36- li'll /a izi. I k., c 7 (••ti (3?g-' ) b 1 b ' 2)vS ,t_1i) 5t-hk-v: S4-rfr )1 t" t (a ."‘ • , 0 c-f 17 tid, I . . I 73 -!')Ati g3,5.-7)sP, • • , . , _ - . - — ' - • - " ' - - - PLASTIC FUSION FABRICATORS, INC. DAILY DEPLOYMENT DEPLOYMENT ' PANEL :ROLL WIDTH LENGTH NO. .NO. lr . in 1 Y1L il ,i• Y-;, , • A4_,?' ,Ii. G') l': , 'J.-j•_-?' : (0 1, • Joq• tr-pi ERS t ) - iqi' 6 )1 A 3r al 4 ior- NY .--ig,is. _ 35-- Vf- 15 , na2.V _ - \ Tr irl ill -(r 17 1-2 •I 47. VV. 19 41..its. s--&•_' DATE: $EAM1NG RECORD PRESSURETEST QC' INIT. • PSI TIME SEAM NO. OPER. MACH. NO LF OF WELD START! STOP ' START/ STOP / -7t i iU' 3D --2T2-- 7177 - 7(j\ -1flo .IL 6‘ 7:40 )6 36 .‘‘-)A S2cni 0--1,4•,,,t-, -777. '3() -36, 3`1.1.: ra..4-4,3/3 At 7/4 3 1 (A-1,3 , , 70 _ _ so.. to,?-6q- /LA, 7`.7,7 , . -3 3() r,..)..6 7.46 : 30 36 _Nis' iGt2-6 7ik': : 30 lb 71X-7 ?tn._ 3 b74I7 f - 740 _ 30 ?ti. 7t1O 7,''3:5' .4-P-76 kilo 777 0i.i: 7.7-;i: 30. 30 J11:17 ii,,z 70-11 R.C7(,D .6 -3.6 V/31_ 71-.73' ii-.1, 177 __ 30 16. 17t15 7(16 73-7q- /U: -740 36_ 30 [71S' ?tclo. 72.1 /5 it,i, --)'-i.-1: , 36 30 pot /4/7 7q, 7,6 ica„, -777 76.41B kb 71.0 _it 1 .2(10 ,Z115 7C-77 ,(_, 74,0 3.0 36 pt.--(-) ?/S AL, 70 vi: 70 74) 7,Vd 7115 . .77-7p 4,L .'"11-77 - ld. 70. 7tCs---' cil.ce 20 -;'. 'frib `I't15 . A-F0 ' , -70 31 -7-6 . 2b55 Y2/.57/5' /7.--,` ‘7 • PLASTIC- F [01\1-FAES.RtcAToRs,,..No LY DEPLOYMENT - DEPLOYMENT P*JEL, No: WI D71,11 LENGTH ••, . r jO ;•3 501 4;1 ,; 3 .4- Di3 ;ID . 4.74' at) 3 7' $EAM1NG RECORD • FREs5VIIE TEST -• <PS I • — SEAM NO. • MACH; LF:OF- *Wq-P •qTART32 '.STOP sqf F6 • 4,ds, nt T(51) 50) 3 600' -c5 3(5 • ..g.;1"' -z‘ 36 '60 "31 3(5 3t) 3 6 11 'vitt', • (2, 2,03 _3(5 30 50 11',24 13 911-5 Atz_, kci 01/7 w 7 11) 0 ')14) 10 3 d *3,b, 3) 3:1) ?it? '30 ;34). 36 '36 36 :LT 1: 33 itg 517 2,c I.; 33 I: 119- 5 0 (1 c: • • . - • . _ • I rr...,T1"-! PLASTIC F.UsliON FABRICATORS, INC. .GEOMEME1RANE SEAM. DESTRUCTIVE:SAMPLE LOG SAMPLE NO. SEAM NO. MACH. NO, 'Qp. MON. SAMPLE 1 SAMPLE 2 SAMPLE 3 SAMPLE 4 ' SAMPLE 6 REMARKS PEEL, SHEAR PEEL SHEAR PEEL. SHEAR PEEL SHEAR PEEL SHEAR 0 3 t3 .I'A 1[5 i).-3. i lo5 IN 57 Mii.)1 11-1-/-40310-)'Se Lt 777 -');_. roll illo lal .fl I )37 jit• I b 13_9'' i 11_ i I34 .1./1 .10(i- 7 '777 /12,--- ji)-0- 13_1? PO- lb/ )33 115 ID1 f33 1) i ib I3-' . j) ib '). I.?) el D 777' J7 JO-, p5 '/O9 .)() pto fit' it', 3 L WI IO I; iri JO & ilt )1 j 3171- b.-1.4.-- 70 ji;64 j1 3 (,, )0 it fe4 /35 65 J5'. )13 /09 './3..7 ..16-1 ii 0 )ri- 0 7W) ' /D5 it%4 )-(:\ lb( IP It' ID2-16,---71,0 03 Joi•-1:3) Jb3 loz4.93 i it--1-7 -7 fp D i 1 ?' 11), 11 L i i \ 7 /57 :_fl°1 1 I Li- tY 1 Ja7 IDLt ./5') /13 133 JR- . .1\ 777 jDJ )1) rip ID 1 IsY /)) id-.3 )51_ AY) )1.-.).-Ig )1 ig5 15 ). - -- - - 7 777 /01 _W )17 ,53,1n9- 16. /I .4--dsr 3.7./St- lq.-7./38. 1)3. / • )-(z°\ 76. 1'0-.04/-416 it)--3 IM)), )51 13)117\244-.(0 " 760' _Iilr 30 _a n.):6-V j15.1,43 :1061' 417 , 7- •114c--t) ir-.53 71,-0 A) ftlf 193 p)---.191 _10 )).3 c21 iv 2:- lig )1.3 j.y3 111 4°1 ilY'-' :7,71 DPI /00)5t no ip5 i_zAil Jo/1 Ito /04t. /03 iSi io5 lb(0,15e? . . jj-jb.k 153 lag )5) /a), /// 15 5 tot4"1)(S7 152-jol&jc9:1'/5.- . j j-,L6 7(6.0 .117 113 11-ig .j. Iv) 1015- 11/7 iAL1,11 191 40 /6911y, iii po )97 . :Pr //9 /96) 113' 03 149: /WI • .14 /74- 133 :/c6• .1301,1-P• -IC-6. 1 A 71 ?Lot) .;7-!1 ill 4-7 ipe r Io7 197 a io31,/i 0 pl 197 113 101 I7 - • i.z -iLi-7.5. 777 . DI- /05 /35 j_c7,9 1P3 122 )00 113 ' lY) 107./03 I-N- 1012-1b6 IV . 777. 21-0 JD) 1112-_103' 115 li.l• IL) 101Fi9L _111._/03.1/4)' 4.)....10-197 JOE) 107L111. 109-13 .)V7 19- 03 j.'7 117 )9,5± S-() o. /07 ))2 ) in., ii4.-1.4) 136, lio 69.-12s iii-: 05 s _ /01 ill , ; , 1--0\ 7L,:o. .05 .1] loll ,ibl,i.. si 0 liz. /V7 1-7-1 1)17:1.Y1 ky.:9-- 0 150 '''4.3 Ftv-D1\-7ho- 85_ 111 0 »3 ij,i' )59 if, /69 //L idg ii.9--/‘/‘; n-c /82 /SS, FLA5T1C ION' ABRI'c. ,:G.,E0MiEM,BRAN'E.REPAIR:1 TESTING:'.LOG. • REPAIR - No:. " REPAIR „: DATE • REPAIR', 'TYPE -,":SIZE - . _ , OPE.13 ,: _ . _ ,_ MACHINE - - No:, 'TET TYPE .: 'TEST.RE$ULTS', t OA MON', :!REMARKS . _ , 1 Ix 1 t V , rki. i',-,3 '-f TO 'S• A ()fj4, .. -5- . , ) r?''' • 3, . , 1, 1:1 ' ''N. 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TEST:TYPE, 7rJRESULT4 _ „•. CIA MON. - -REMARKS • I • 3 5 c 15 • 1. ,r,•!! DrX3) S'X r;) • -,•,•• .1 1. 5 5 • • „ ___ • [kb +.0 IA; ift•i•ZiAsn \)4,17.tt 9' )0a: REPAIR TYPE:;PATCH, — RES ULT CODES -;;, 'p-, PASS TEST CODES' V - VACO:TEST ) 'GV.V ,,GRINDAND WELD. ,C:4AP -P -FAIL SPARK TEST N .1b774, 7 75•' )7.77r 1.11:1 .11)1Y '•1;,. )1. 9.1 Pfto 414:4 1;:)41 :P41 ijirt P 51; Qfq- 1' :9wit'' P PSTRU.CTIVE,PAMPLE': P-101 t:&ft ;-0?' 1:t? • )(Yr,/ REPAIR TYPE: „ ' REPAIR Lc' 5 Nirt, C 3 5 "la 5'L\ (Da 5 REPAIR DATE' 4-or*-43 • • , OpER:,: ILL g., ( • MACHINEi , No. Hl 5 5 5 1 _ , 5 TETIYPE: 'REPAIR;TYPE: — GW ,'GRIND.AND WELD.' -GAP :RESULICODE: FAIL TEST CODES: VACUM TEST S ,.sgA.03KTEST' ' TEST:RESULTS . • _ • REMARKS '/)- 7 7 IA Lut Pui+L\ - Pet,. .4.3tAr, C,4 gl! TW.,;7" • DESTRUCTIVE SAMPI4E" PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: §technics IN FG 1 FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "rB" FIELD EXPANSION L13118-01 L13118-01-01 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-1 PEEL ADHESION 7 R1T(N TESTfNG REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK - CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "A') 1 111.6 SE1 <10, 2 109.6 SE1 <10 3 108.0 SE1 <10 4 108.3 SE1 <10 5 110.4 SE1 <10 ,, AVERAGE 109.6 STD. DEV. 1.33 INSIDE TRACK (WELD "B') ' 1 110.1 SE1 <10 2 119.4 SE1 . <10 3 118.7 SE1 <10 4 116.1 SE1 <10 • 5 115.7 SE1 <10 AVERAGE 116.0 STD. DEV. 3.28 • BONDED SEAM (SHEAR) STRENGTH REPLICATE- No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE , 1 153.4 SE1 2 150.9 SE1 3 152.5 SE1 4 151.4 SE1 5 152.6 SE1 AVERAGE 152.2 STD. DEV. 0.90 CHECKED BY: DATE: C) '45.713 C:IExceRTemplates\HDPBS-DFusiorxtds1Sheet1 IIGEOSERVERIData DrivelSyntheticsl2013 SYNTHETICS1118 - F&R - CAMPBELLSI[L13118-01 CAMPBELLS DS-1 xlsjSheett L13116-01-01 9/25/13 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.qeotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gtechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-02 60 MIL HDPE ' . DOUBLE FUSION SAMPLE I.D.: DS-2 PEEL ADHESION INTEGRITY IN TESTING INTEGRITY IN TESTING REPLICATE No. . PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%), OUTSIDE TRACK (WELD "A") 1 127.2 SE1 <10 2 . 125.2 SE1 <10 3 122.0 • SE1 <10 4 114.9 SE1 <10 5 122.7 SE1 <10 AVERAGE ' 122.4 STD. DEV. • 4.18 INSIDE TRACK (WELD "B") 1 . 112.9 SE1 <10 2 109.8 SE1 <10 , 3 109.8 SE1 <10 • ' 4 108.6 SE1 <10. 5 108.1 SE1 <10 AVERAGE 109.8 STD. DEV. 1:67 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE .1 150.6 SE1 2 150.2 SE1 3 153:3 SE1 4 150.5 SE1 5 151.4 SE1 AVERAGE 151.2 STD. DEV. 1.12 CHECKED BY: C:lExcellTempl atesl[H D P&S-D Fusion.xls]Sheetl 11GEOSERVER1Data DrivelSynthettcs12013 SYNTHETICS1118- F&R - CAMPBELLS4L13118-01 CAMPBELLS DS-2.xls]Sheetl f DATE: OI')--i) "-C3 L13118-01-02 9/25113 544 Braddock Avenue East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gtechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-03 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-3 PEEL ADHESION INTEGRITY IN TESTING INTEGRITY IN TESTING REPLICATE No. PEAK LOAD EPA BREAK CLASSIFICATION PEEL INCURSION (Ibs/in) CODE (%) OUTSIDE TRACK (WELD "A`9 1 116.7 SE1 <10 2 111.5 SE1 <10 3 111.8 SE1 <10 4 109.2 SE1 <10 5 110.6 SE1 <10 AVERAGE 112.0 STD. DEV. 2.54 INSIDE TRACK (WELD `B") 1 112.4 SE1 <10 2 108.4 SE1 <10 3 109.6 SE1 <10 4 110.3 SE1 <10 5 110.0 SE1 <1.0 AVERAGE 110.1 STD. DEV. 1.30 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. • PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 149.5 SE1 2 153.0 SE1 3 148.5 SE1 • 4 148.9 SE1 5 149.2 SE1 AVERAGE 149.8 STD. DEV. 1.62 CHECKED BY: DATE: ! -aS' e. C: \Exce itTemplates)[HDP&S-DFusionxls]Sheet1 11GEOSERVER\Data Drive\Synthetics12013 SYNTHETICSt118 - F&R - CAMPBELLSt(L13118-01 CAMPBELLS OS-3.xls]Sheet1 L13118-01-03 9125113 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: FROEHLING & ROBERTSQ' CLIENT PROJECT: CAMPBELL'S SOUP SUPP(J "B" FIELD EXPANSION PROJECT NO.: L13118-01 LAB ID NO.: L13118-01-04 MATERIAL: 60 MIL HDPE SEAM TYPE: DOUBLE FUSION SAMPLE I.D.: DS-4 PEEL ADHESION , REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION - (%) OUTSIDE TRACK (WELD "A") 1 139.7 SE1 <10 2 124.7 SE1 <10 3 - 136.6 SEI <10 4 104.7 SE1 <10 5 105.4 SE1 <10 AVERAGE 122.2 STD. DEV. 14.89 ' _, INSIDE TRACK (WELD "B") 1 , 121.3 SE1 <10 2 120.9 SE1 <10 3 110.9 SE1 <10 4 121.0 SE1 <10 5 124.0 SE1 <10 AVERAGE '119.6 STD. DEV. 4.51 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 153.9 SE1 2 149.1 SE1 3 149.2 SE1' 4 148.9 SE1 . 5 150.0 SE1 AVERAGE ' . 150.2 STD. DEV. 1.88 CHECKED BY: DATE: G✓.)" 5f (3 C:1Excel\Templates4HD P&S-DFusf on.xls]Sheet1 AGEOSERVERIData DdvelSyntheticsl2013 SYNTHETICSI118 - F&R - CAMP8ELLSliL13118-01 CAMPBELLS DS-4xlsjSheet1 L13118-01-04 9125/13 544 Braddock Avenue • East Pittsburgh, PA 15112 . • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L131.18-01 L13118-01-05 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-5 PEEL ADHESION technics INTEGRITY IN TESTING INTEGRITY IN TESTING REPLICATE No. _ PEAK LOAD EPA BREAK CLASSIFICATION PEEL INCURSION (Ibslin) CODE (%) • OUTSIDE TRACK (WELD 'A") 1 114.2 SE1 <10 2 111.1 SE1 <10 3 111.8 SE1 <10 4 124.2 SE1 <10 5 130.4 SE1 <10 AVERAGE 118.3 STD. DEV. 7.64 INSIDE TRACK (WELD "B') _ 1 120.6 - SE1. <10, 2 124.5 SE1 <10 3 112.5 SE1 <10 4 114.9 SE1 <10 5 120.5 SE1 <10 AVERAGE 118.6 STD. DEV. 4.32 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 147.8 SE1 2 153.4 SE1 3 149.3 SE1 4 149.2 SE1 5' 149.8 SE1, AVERAGE 149.9 STD. DEV. 1.87 CHECKED BY: C:\Exce 8Templates\[HD P&S-DPusion.xlsjShe et1 \\GEOSERVER\Data Drive\Syntheticsl2013 SYNTHETICS\118 - F&R - CAMPBELLSI[L13118-01 CAMPBELLS DS-5.xls]Sheetl DATE: L13118-01-05 9125113 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net 1 PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D.6392 'CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gechnics FROEHLING & ROBERTSON, INC. CAMPBELL'SSOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-06 60 MIL HDPE DOUBLE FUSION SAMPLE 1.D.: DS-6 PEEL ADHESION NTEGRITY IN T iING NTEGRITY IN TESTING REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION ' (%) OUTSIDE TRACK (WELD "A") 1 113.1 SE1 <10 2 108.8 SE1 <10 3 108.2 SE1 <10 4 , 108.4 SE1 <10 5 s 109.2 SE1 <10 AVERAGE 109.5 STD. DEV. 1.81 INSIDE TRACK (WELD "B`) 1 112.1 SE1 <10 2 124.2 SE1 <10 3 120.4 SE1 <10 4 122.7 SE1 <10 5 118.5 SE1 <10 AVERAGE 119.6 STD. DEV. ' 4.22 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 ' 143.9 SE1 . 2 149.4 SE1 3 145.7 SE1 4 144.9 SE1 5 146.3 SE1 AVERAGE 146.0 STD. DEV. 1.86 CHECKED BY: _ CAExcellTemplatesl[HDPBS-DFusion xls]S heed IIGEOSERVERIData DriveeSynthetics12013 SYNTHETICS1118 - FBR. CAMPBELLSI[L.13118-01 CAMPBELLS DS-6xis1Sheetl DATE: L13118-01-06 9125113 544 Braddock Avenue • East -Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: FROEHLING & ROBERTSO CLIENT PROJECT: CAMPBELL'S SOUP SUPP) "B" FIELD EXPANSION PROJECT NO.: L13118-01 LAB ID NO.: L13118-01-07 MATERIAL: 60 MIL HDPE SEAM TYPE: DOUBLE FUSION SAMPLE I.D.: DS-7 PEEL ADHESION REPLICATE No. PEAK LOAD EPA BREAK . CLASSIFICATION • PEEL INCURSION (Ibs/in) CODE (%) OUTSIDE TRACK (WELD "A") 1 112.0 SE1 <10 2 133.2 . SE1 <10 3 111,4 SE1 <10 4 108.3 SE1 <10 5 111.8 SE1 <10 AVERAGE 115.3 STD: DEV. 9.03. INSIDE TRACK (WELD "B ") 1 118.9 SE1 <10 2 116.5 SE1 <10 3 120.0 SE1 <10 4 114.7 SE1 <10 5 114.9 SE1 <10 AVERAGE 117.0 STD. DEV. 2.12 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) - EPA BREAK CLASSIFICATION CODE 1 154.2 SE1 2 ` 153.9 SE1 3 - 152.1. SE1 4 154:0 SE1 5 153.2 SE1 AVERAGE 153.5 STD. DEV. 0.77 CHECKED BY: DATE: 145-13 C:1ExcePTemplatesliHDP&S-DFusion.x s]Sheet1 11GEOSERVER1Data DrivelSynthetics12013 SYNTHETICS1118- F&R - CAMPBELLSI[L13118-01 CAMPBELLS DS-7.xls]Sheetl L13118-01-07 9125/13 544 -Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM'D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-08 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-8 PEEL ADHESION REPLICATE No. PEAK LOAD EPA BREAK CLASSIFICATION PEEL INCURSION (Ibs/in) CODE (%) OUTSIDE TRACK (WELD "A") 1 128.3 SE1 <10 2 106.5 SE1 <10 3 102.5 SE1 <10 4 104.1 SE1 <10 5 '102.9 SE1 ^. <10 AVERAGE 108.9 STD. DEV. 9.82 INSIDE TRACK (WELD "B") 1 132.0 SE1 <10 2 131.3 SEI <10 3 130.5 SEI <10 4 134.8 SE1 <10 5 134.4 SE1 <10 AVERAGE 132.6 STD. DEV. 1.71 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. , PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 148.1 SE1 2 147.9 SEI 3 147.6. SE1 4 147.7 SE1 5 147.7 SE1 . AVERAGE 147.8 STD. DEV. 0.18 CHECKED BY: C:1ExcellTemplatesl[HDP&S-D Fusion.xl slSheet1 i1GEOSERVER1Data DrivelSynthetics12013 SYNTHETICS1118 - F&R - CAMPBELLSI[L13118-01 CAMPBELLS DS-8.xls]Sheetl DATE: L13118-01-08 _ 9125l13 544 Braddock Avenue • East Pittsburah. PA 15112 • 412-823-7600 • FAX 412-823-8999 •. www.aeotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 Ceotechnics CLIENT: FROEHLING & ROBERTSON, INC. CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION PROJECT NO.: L13118-01 LAB ID NO.: L1.3118-01-09 MATERIAL: 60 MIL HDPE SEAM TYPE: DOUBLE FUSION SAMPLE I.D.: DS-9 PEEL ADHESION INTEGRITY IN TESTING INTEGRITY IN TESTING REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "A") 1 114.1 SE1 <10. . 2 115.6 r SE1 <10 3 113.8 SE1 <10 4 . 115.5 SE1 <10 5 120.1 SE1 <10 AVERAGE 115.8 STD. DEV.. 2.26 INSIDE TRACK (WELD'S") . . 1 113.5 SE1 <10 2 115.7 SE1 <10 3 115.5 SE1 <10 4 119.2 SE1 <10 5 113.2 SE1 <10 AVERAGE 115.4 STD. DEV. 2.14 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 - 154.8 SE1 2 , 153.9 SE1 3 • 153.4 SE1 4 158.3 SE1 5 154.8 SE1 AVERAGE ._ 155.0 STD. DEV. 1.72 CHECKED BY: DATE: (1' S5--1J C:1ExceIVremplatesl1H DP&S-D Fusian.xlsjSheet1 11GEOSERVER\Data Drive\Synthetics12013 SYNTHETICS1118 - F&R- CAMPBELLS1jL13118-01 CAMPBELLS DS-9.xls1Sheetl L13118-01-09 9/25/13 544 Braddock Avenue • East Pittsburgh, PA 15112 0 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gtechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-10 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-10 PEEL ADHESION INTEGRITY INTEST TESTING INTEGRITY IN TESTING REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "Ark 1 • 120.7 SE1 <10 2 124.6 SE1. <10 3 126.6 SE1 <10 4 124.0 SE1 <10 5 123.6 3E1 <10 AVERAGE 123.9 STD. DEV.. 1.90 INSIDE TRACK (WELD "B") 1 133.1 SE1 <10 2 133.0 SE1 <10 3 132.0 SE1 <10 4 133.1 SE1 <10 5 128.0 SE1 <10 AVERAGE 131.8 STD. DEV. 1.96 • BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD • (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 147.5 SE1 2 145.0 SE1 3 144.9 SE1 4 144.4 SE1 5 147.0 SE1 AVERAGE 145.8 STD. DEV. 1.24 CHECKED BY: V:iF DATE: 9 C:IExce!vremplates\[HDP&S-D Fusion.xls]She et1 NGEOSERVER\Data DrivelSyntheticsl2013 S1fNTHETICS1118 - F&R- CAMPBELLSI[L13118-01 CAMPBELLS DS-10.xis]Sheetl L13118-01-10 9125113 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net' PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: FROEHLING & ROBERTSON, INC., CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-11 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-11 PEEL ADHESION REPLICATE No. PEAK LOAD (lbs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION. ' (%) OUTSIDE TRACK (WELD "A") 1 • 114.5 SE1 <10 2 116.0 SE1 <10 3 115.8 SE1 <10 4 120.7 SE1 <10 5 111.5 SE1 <10 AVERAGE 115.7 .STD. DEV. 2.97 INSIDE TRACK (WELD `B") 1 129.8 SE1 <10 2 1338.4 SE1 <10 3 122.5 SE1 _ <10 4 135.4 SE1 <10 5 126.0 SE1 <10 AVERAGE 130.4 STD. DEV. 5.85 BONDED SEAM (SHEAR) STRENGTH REPLICATE- No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 157.5 _ SE1 2 155.9 SE1 3 152.4 SE1 4. 155.9 r SE1 5 157.9 SE1 AVERAGE 155.9 STD. DEV. 1.94 CHECKED BY: C:IExceRTemplatesl[H D P&S •DFusion.xts]Sheetl 1\GEOSERVERIData Drive'Synthetics12013 SYNTHETICS1118 - F&R - CAMPBELLSI[L13118-01 CAMPBELLS DS-11.xls]Sheet1 DATE: (:)".. 513 L13118-01-11 9/25/13 544 Braddock Avenue • ,East Pittsburgh, PA 15112 • 412-823-7600 • FAX' 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: Geotechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-12 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-12 "PEEL ADHESION INTEGRITY IN TESTING IN TESTING REPLICATE No. PEAK LOAD EPA BREAK CLASSIFICATION PEEL INCURSION Slbs/in) CODE . (%) OUTSIDE TRACK (WELD "A") , 1 115.9 SE1 <10 2 111.8 SE1 <10 3 113.0 SE1 <10 4 116.8 SE1 <10 5 116.5 SE1 <10 AVERAGE 114.8 STD. DEV. 2.02 . .INSIDE TRACK (WELD "B") , 1 118.9 SE1 <10 2 114.4 SE1 <10 3 113.9 SE1 <10 4 114.3 SE1 <10 5 131.2 SE1 <10 AVERAGE 118.5 STD. DEV. 6.59 BONDED SEAM (SHEAR) STRENGTH REPLICATE i No. PEAK ' LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 141.9 SE1 2 137:2 SE1 3 138.8 SE1 4 137.1 SE1 5 139.5 SE1 AVERAGE 138.9 STD. DEV. 1.76 CHECKED BY: 1:3F DATE: C:1ExcellTemplatesl[H D P&S-DFusfonxlsjSheet t $GEOSERVERiData DriveeSynthetics12013 SYNTHETICS1118 - F&R - CAMPBELLSI[L13118-01 CAMPBELLS DS-12.xts]Sheetl L13118-01-12 9125113 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geatechnics.net ' PEEL AND SHEAR TEST RESULTS " DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-13 60 MIL HDPE, DOUBLE FUSION SAMPLE I.D. DS-13 PEEL ADHESION REPLICATE No. PEAK. LOAD (Ibs/in) -, EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "A") 1 113.4 ' SE1 <10 2 113.7 ' SE1 <10 3 108.5 - SE1 <10 4 108.2 SE1 <10 5 107.9 SE1 <10 , AVERAGE 110.3 STD. DEV. . 2.63 INSIDE TRACK (WELD ,"B") 1 107.9 _' SE1 '`' <10 2 106.3 SE1 . <10 3 107.4 SE1 <10 4 107.8 SE1 <10 5 105.3 SE1 <10 AVERAGE 106.9 STD. DEV. 1.00 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. . PEAK LOAD (Ibsfin) EPA BREAK CLASSIFICATION - CODE 1 144.0 . SE1 2 147.3 SE1 3 147.6 SE1 4 147.4 SE1 5 149.3 SE1 AVERAGE 147.1 STD. DEV. 1.72 CHECKED BY: Sf DATE: ()1— r,� C:1Excel1Templ ateslIHDP&S-DFusion.xlsjSh eetl 11GEOSERVER\Data DrivelSynthetics12013 SYNTHETICS1118 - F&R - CAMPBELLSI(L13118-01 CAMPBELLS DS-13.xlslSheetl L13118-01-13 925/13 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net } PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-14 60-MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-14 PEEL ADHESION REPLICATE No. PEAK LOAD (Ibs/in) • EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "A") 1 124.2 SE1 <10 2 115.1 SE1 <10 3 115.2._ SE1 <10 4 119.3 SE1 <10 5 114.0 SE1 <10 AVERAGE • 117.6 STD. DEV. 3.78 ' INSIDE TRACK (WELD "B") 1 116.0 SE1 . <10 2 • 143.3 SE1 <10 3 110.8 SE1 . <10 4 115.5 SE1 <10 -5 .116.6 SE1 <10 AVERAGE 120.4 STD. DEV. 11.61 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 158.1 SE1 2 156.1 SE1 3 156.9 • SE1 4 157.0 . SE1 5 158.0 SE1 AVERAGE 157.2 STD. DEV. 0.75 CHECKED BY: `l/ DATE: 1*-- S-13 C:1ExceIlTe mplaleslN D PBS-DFusion.xlsj Sheet1 9GEOSERVERlData DrivelSynthetics12013 SYNTHETICS1118- F&R - CAMPBELLS\tL13118-01 CAMPBELLS DS-14.xls1Sheetl L13118-01-14 9125113 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO:: LAB ID NO.: MATERIAL: SEAM TYPE: Gatechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-15 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-15 PEEL ADHESION INTEGRrtY IN TESTING INTEGRITY IN TESTING REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "A") 1 144.9 - ' SE1 <10 2 141.7 SE1 <10 3 116.3 . SE1 <10 4 123.4 SE1 . <10 5 119.3 SE1 <10 AVERAGE 129.1 STD. DEV. 11.84 INSIDE TRACK (WELD 'B") 1 109.6 — SE1 <10 2 124.2 SE1 <10 3 120.1 SE1 <10 4 • 110.5 SE1 <10 5 116.7 SE1 <10 AVERAGE . 116.2 STD. DEV. 5.58 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) •EPA BREAK CLASSIFICATION CODE 1 159.9 . SE1 2 155.4 SE1 3 155.0 SE1 4 154.9 SE1 5 156.4 SE1 AVERAGE 156.3 STD. DEV. 1.87 CHECKED BY: 9k DATE: \ 5 �13 C:1ExcellTemp I atesl[H D P&S-DFusion.xls]Sheet1 \1GEOSERVERSData DrivelSynthetics12013 SYNTHETICS4118 - F&R - CAMPBELLSI[L13118-81 CAMPBELLS DS-15.xls]Sheet1 L13118-01-15 9/25/13 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.aeotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gtechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-16 60 MIL HDPE. DOUBLE FUSION SAMPLE I.D.: DS-16 PEEL ADHESION INiFGR11Y IN TESTING IN TESTING REPLICATE No. PEAK LOAD EPA BREAK CLASSIFICATION 'PEEL .INCURSION (Ibs/in) CODE (%) OUTSIDE TRACK (WELD "A") 1 144.0 SE1 <10 2 133.1 SE1 <10 3 121.6 SE1 <10 4 122.9 SE1 <10 5 123.6 SE1 <10 AVERAGE 129.0 STD. DEV. 8.52 INSIDE TRACK (WELD "B") 1 132.7 SE1 <10 2 124.0 SE1 <10 3 123.9 SE1 <10 4 113.2 SE1 <10 5 112.3 SE1 <10 AVERAGE 121.2 STD. DEV. 7.62 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 159.8 SE1 2. 155.9 SE1 3 ' 155.8 SE1 4 156.2 SE1 ' 5 154.3 SE1 AVERAGE ' 156.4 STD. DEV. 1.82 CHECKED BY: B DATE: �s C:\Excel\TemplatestHDP&S-DFusion xls]S heet1 11GEOSERVER1Data DriveeSynthetics12013 SYNTHETICS1118 -F&R - CAMPBELLS4L13118-01 CAMPBELLS DS-16.xls]Sheeti L13118-01-16 9/25/13 544 Braddock Avenue • East Pittsburah. PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.aeotechnics.net' PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gtechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-17 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-17 PEEL ADHESION INTEGRITY IN TESTING INTEGRITY IN TESTING REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "A") 1 135.5 SE1 <10 2 134.8 SE1 <10 3 137.7 SE1 <10 4 111.0 SE1 <10 5 135.6 SE1 <10 AVERAGE 130.9 STD. DEV. 10.01 INSIDE TRACK (WELD "B") 1 110.3 SE1 <10 2 127.3 SE1 <10 3 128.1 SE1 <10 4 118.0 SE1 <10 5 = 129.6 SE1 <10 AVERAGE 122.7 STD. DEV. 7.40 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 153.0 SE1 2 151.3 SE1 3 151.4 SE1 4 151.9 SE1 5 152.0 SE1 AVERAGE 151.9 STD. DEV. 0.60 CHECKED BY: 'J DATE: 9"a5 -I 3 C:lExcellTemplatesItHDP&S-DFusion.x Is] Sheet1 IIGEOSERVERIData Drive \Synthetics12013 SYNTHETICS1118 - F8R - CAMPBELLSI[L13118-01 CAMPBELLS DS-17.xls1Sheetl L13118-01-17 9/25/13 -544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.cleotechnics.rtet PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-18 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-18 PEEL ADHESION NTEGRItt IN TESi1NG NTEGRITY 1N TESTING REPLICATE No. PEAK LOAD EPA BREAK CLASSIFICATION PEEL INCURSION (Ibsen) CODE (%) OUTSIDE TRACK (WELD "A'9 1 125.2 SE1 <10 2 122.9 SE1 <10 3 118.0 SE1 <10 4 133.6 SE1 <10 5 121.1 - SE1 <10 AVERAGE 124.2 STD. DEV. 5.27 INSIDE TRACK (WELD "B") 1 109.9 SE1 <10 2 115.3 SE1 <10 3 111.2 SE1 <10 4 112.1 SE1 <10 5 113.9 SE1 <10 AVERAGE 112.5 STD. DEV. 1.92 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 148.7 • SE1 2 145.5 SE1 3 145.3 SE1 4 146.0 SE1 5 145.9 SE1 AVERAGE 146.3 STD. DEV. 1.24 CHECKED BY: DATE: C:lExcellTemplatesl(I4DP &S-DFusion.x]s1Sheet1 \1GEOSERVER\Data Drive\Syntheticsl2013 SYNTHETICSU18 - F&R - CAMPBELLSI[L13118-01 CAMPBELLS DS-18.xls]Sheeti L13118-01-18 9125H 3 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.aeotechnics.net ir • PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gtechnics FROEHLING & ROBERTSON, INC. CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION L13118-01 L13118-01-19 60 MIL HDPE DOUBLE FUSION SAMPLE l.D.: DS-19 PEEL ADHESION INTEGRITY INTESTIN IN TESTING REPLICATE No. r PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD 'A") 1 128.4 SE1 . <10. 2 111.2 SE1 <10 3 111.8 SE1 <10 4 111.3 SE1 <10 5 138.1 •SE1 <10 AVERAGE 120.2 STD. DEV. 11.12 INSIDE TRACK (WELD "B") 1 114.8 SE1 <10 2 108.3 SE1 <10 3 107.9 . SE1 <10 4 - 109.9 SE1 <10 5 128.8 SE1 <10 AVERAGE 113.9 ._ STD. DEV. 7.83 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 155.1 SE1 2- • 150.6 SE1 3 152.9 SE1 4 153.1 SE1 5 152.6 • SE1 AVERAGE 152.9 STD. DEV. 1.43 CHECKED BY: ‘a,F DATE: --. 5 "-i C:\Excell7emplatesl(HD P&S-DFusionxls]Sheetl 11GEOSERVER1Data DrivelSyntheticsl2013 SYNTHETICS1118 - F&R - CAMPBELLSltL13118-01 CAMPBELLS DS-19.xls]Sheetl L13118-01-19 9/25/13 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.oeotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: FROEHLING & ROBERTSON, INC. CAMPBELLS SOUP SUPPLY "B" FIELD EXPANSION L13118-02 L13118-02-01 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-20 r- PEEL ADHESION technics INTEGRITY INTESi1NG INTEGRITY TESTING REPLICATE No. PEAK LOAD EPA BREAK CLASSIFICATION PEEL INCURSION (Ibslin) CODE (%) OUTSIDE TRACK (WELD "A") 1 120.1 SE1 <10 2 116.6 SE1 <10 3 121.9 SE1 <10 4 106.4 SE1 <10 5 122.3 SE1 . <10 AVERAGE 117.5 STD. DEV. 5.89 - INSIDE TRACK (WELD "B") 1 119.9 SE1 <10 2 110.6 SE1 ' <10 3 104.4 SE1 <10 4 111.7 SE1 <10' 5 113.8 SE1 <10 AVERAGE 112.1 STD. DEV. 5.01 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. (Ibslin) PEAK LOAD EPA BREAK CLASSIFICATION CODE 1 149.8. SE1 2 " ' 151.9 SE1 3 148.1 SE1. 4 149.2 ' SE1 5 147.9 SE1 . AVERAGE _ 149.4 STD. DEV. 1.44 CHECKED BY: J 0 - DATE: CI—..96— 13 C:1ExcellTemplatesl[H DP&S-DFusicri.xls]Sheet1 1\GEOSERVER\Data DriveeSynthetics12013 SYNTHETICS1118 - FAR - CAMPBELLSI[L13118-02 CAMPBELLS DS-20.xls]Sheetl L13116-02-01 9l26113 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS. DESTRUCTIVE SEAM TESTING ASTM D 6392 - CLIENT: - CLIENT PROJECT: PROJECT NO.: LAB ID NO.: MATERIAL: SEAM TYPE: gtechnics FROEHLING & ROBERTSON, INC. CAMPBELLS SOUP SUPPLY "B" FIELD EXPANSION L13118-02 L131.18-02-02 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-21 PEEL ADHESION INTEGRITY IN TESTING INTEGRITY IN TESTING REPLICATE No. -PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "A") 1 117.1 SE1 ' <10 2 110.7 SE1 <10 3 117.7 SE1 <10 4 116.6 SE1 <10 • 5 114.7 SE1 <10 AVERAGE 115.4. STD. DEV. 2.54 INSIDE TRACK (WELD "B'9 1 1 111.5 SE1 <10 2 106.6 SE1 <10 3 108.9 SE1 <10 4 109.7 SE1 - <10 5 97.9 . SE1 <10 AVERAGE 106.9 STD. DEV. 4.78 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 149.2 SE1 2 144.9 SE1 3 148.6 SE1 4 . 148.7 SE1 5 148.0 • SE1 AVERAGE 147.9 STD. DEV. 1.54 CHECKED BY: 7''O DATE: 7—?-6 13 C:IExceilTemplates1[HD P&S-D Fusio n.x1s] S heet1 11GEOSERVER1Data Drive1Synthetics12013 SYNTHETICS1118 - F&R -CAMPBELLSI[L13118-02 CAMPBELLS DS-20.xls1Sheet1 L13118-02-02 9126I13 544 Braddock Avenue • East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 CLIENT: CLIENT PROJECT: PROJECT NO.: LAB NO.: MATERIAL: SEAM TYPE: Gatechnics FROEHLING & ROBERTSON, INC. CAMPBELLS SOUP SUPPLY "B" FIELD EXPANSION L13118-02 L13118-02-03 60 MIL HDPE DOUBLE FUSION SAMPLE I.D.: DS-22 PEEL ADHESION INTEGR1TYNTESi1NG REPLICATE No. PEAK LOAD . EPA BREAK CLASSIFICATION PEEL ,' INCURSION (Ibs/in) CODE (%) OUTSIDE TRACK (WELD "A') 1 110.6 SE1 <10 ' 2 116.0 SE1 . <10 3 129.6 SE1 <10 4 109.0 SE1 <10 . 5 115.4 SE1 <10 AVERAGE 116.1 STD. DEV. 7.26 INSIDE TRACK (WELD "B") 1 • 106.7 SE1- <10 2 111.5 SE1, <10 3 122.6 SE1 <10 4 109.2 SE1 <10 5 121.7 SE1 <10 AVERAGE 114.3 STD. DEV. 6.56 BONDED SEAM (SHEAR) STRENGTH REPLICATE . No. PEAK LOAD . (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 149.8 SE1 2 141.6 SE1 3 142.5 SE1 4 . 150.2 SE1 5 151.6 SE1 AVERAGE 147.1 STD. DEV. 4.21 CHECKED BY: /7- 0 DATE: q-a 6-13 C:1Excel\Templatesl[HDP&S-DFu si on.xls]Sheet1 11GEOSERVERIData Drive\Synthetics52013 SYNTHETICS5118 - F8R - CAMPBELLSI[L13118-02 CAMPBELLS DS-21.xis]Sheetl L13118-02.03 ] 9126/13 544 Braddock Avenue • East Pittsburgh, PA 15112 •• 412-823-7600 • FAX:412-823,8999 • www.geotechnics.net PEEL AND SHEAR TEST RESULTS DESTRUCTIVE SEAM TESTING ASTM D 6392 eotechnics INTEGRITY IN TESTING CLIENT: FROEHLING & ROBERTSON, INC. CLIENT PROJECT: CAMPBELL'S SOUP SUPPLY "B" FIELD EXPANSION PROJECT NO.: L13118-02 LAB ID NO.: L13118-02-04 MATERIAL: 60 MIL HDPE SEAM TYPE: DOUBLE FUSION SAMPLE I.D.: DS-23 PEEL ADHESION REPLICATE No. PEAK LOAD • (Ibs/in) EPA BREAK CLASSIFICATION CODE PEEL INCURSION (%) OUTSIDE TRACK (WELD "A") 1 126.7 SE1 <10 2 122.0 SE1 <10 3 123.1 SE1 <10 4 120.4 SE1 <10 5 121.4 SE1 <10 AVERAGE 122.7 STD. DEV. 2.17 INSIDE TRACK (WELD `B") 1 132.0,' SE1 <10 2 120.6 SE1 <10 3 122.3 SE1 <10 4 127.7 SE1 <10 5 ' 123.1 SE1 <10 AVERAGE 125.1 STD. DEV. 4.16 BONDED SEAM (SHEAR) STRENGTH REPLICATE No. PEAK LOAD (Ibs/in) EPA BREAK CLASSIFICATION CODE 1 140.9 SE1 2 143.6 SE1 3 144.6 SE1 4 141.1 SE1 5 . 147.9 SE1 _ AVERAGE 143.6 STD. DEV. 2.57 CHECKED BY: JO DATE: `7-026-i C:\ExceNTemplates\ HDP&S-DFusion.xls]Sheet1 \1GEOSERVER\Data Drive\Synthetics12013 SYNTHETICS1118 - F&R - CAMPBELLSI[L13118-02 CAMPBELLS DS-22.xIs]Sheet1 L13118-02-04 9/26/13 544 Braddock Avenue m East Pittsburgh, PA 15112 • 412-823-7600 • FAX 412-823-8999 • www.geotechnics.net