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HomeMy WebLinkAboutTITAN CONCRETERECE11`=D MAR 3� _ ,16 ►_raw .�' tgtia �n TITAN "Thank you a b vsinks." ' ^`eteri P ho i Iti tic I ����111 ' isa�cna t� i G Ttic,lt1 SC BY ED L501 I•lairtr5ME--r 111) St. Lucie County !��I�i171", 1=f. T=;<,9�1 ^gym=-•r Mdlt4_ry darn fL-nl 7nst1: Crvar truck lull j'rFr±inn l- .astix{�Yr ha. Cu:'iA�e� rtair: 'hull Tna Vl _ 90f2i0'iY VILLLS 6171017HERS CLINSI'riLlCl wwt Nairvt tut 'fwmll1 f',Q no plaor m, T_-mn adnr iu�sn,m:....e arcn 'lhvu ell^ •'1'Re^J' .�_....��.®. --- -- "3%5w �artfrt,rna nr.6nlan�...-. - !t^t`1 II.E ` :dflYfAy Wt"UAalitlr"4 '{pl {ti41'(.{��•CVnfITY A. 5 f•lit I:i l_;;CU°i t?i7 f it•':! I-LCi1T. � hl I. 'q-_.,..�'�--- txtr:nhilne Fit7f{�rOr{ F'iAGSI evf'!l r� T^ __________._�T�� Jliifi ELIOtH UPf f o 14"NO A,E(al r f? tit ` w fit .'4, u3ridrY f. , `t i • � PT4dilir � � .. .. � . _ . ....., _. tEi7l�i LPn r. pilcc; I �MrRCtJnr _ rntd' CuvretCsijta t+Tact❑ Code L'-_iLiipitixe —' 8. 013 fi_ 00 E . (bfh ' 6W'. 'BJ_ P I O f9f-'C.{ 1.75 f' Q. 45 1�8 P16 t , Ct1 c'. C1 t , O;it (30" I01F.Q Fr EEL 91,fRf;RC3 D f . hti: lil. tttu3 t . IbQ1 131jtI lQ1l t: rret E Ign_PJ surttl IN i_E} 13 d I 4,twfau Ankh dWh-_,ga Lerva Jon ilia Arrhu Plant ft+{VaJua •.ta :Tir of =)eI3 .� Subtotalu, r u-! '✓ ' Saks fax 1E _ TO*AL ldditicnnl watee6ddid tb'thiscoridrete will reduee its stiongth, Any waeraddei# Is at cu.ia er' risk. 5311 0 wawr nc3ri-r_ra�rlrt 1.r _ Guilo�s ul n•,N aild!Q nrt of Gl' p• cur a . --- I 94rxn_mr_A. nia..-AL. G:i41.Oli::l flFPrPVaI. - 4a`.:!aalEri�Gjrl9Y3I� CVi1Q[:ir.✓4 IVIJf in:tzd '�niisd{+s3Pttrl�p •�- (rF �r ( � tin Nt, 72-48072 Arrlhmlr_a r!i rs=rivcc4t X � .fie,. r { 5alety Is a conslant state of mind, with every ernpr ;'ee teeling respo sible and inlpuv'r_'f l l9 act to c uae him and Others to "vork safety, on iht belief 1hal all amdowits are preventakle and that zest, I od-sms is the enty fibril, Lot_ _. Block: Addrrnss: .___ Correct. tfoL Coare-•rt HOME 0PPICE i4lkiil'_t'Y7i9S iht Lt9F P�� M ��` `s i ► _ �r 1 L-f "'Thank you -1(4te apPntit to y,`eiir busln s 'q iTUAR T t ���t RiUrT Ij_IF�{t' ii.i T',.dict rm }iucz7:�C Pimel r,,.la'hCx t?uio: w_e � 9'aA=15 :s i i L u§isn*rr nn tzazzr llxrrrmirm �:�_tt'".fr B.p��L7T 1 #CT. RS �l� �'i`w�! �7 t�!"` T '•®``. `faFe lame[) 4~iatsz.Ftz9 rta j'T Cu�AG{I'�t•S tail. s!u. 6rzf rnn ABC •6rFt �ea:Gip; rsmo and _„_uc -_.. --- - sz 'lllt`i4- t'avlty a- riM+>d34i,§ i:'1f4 f ;?=DC,E a1=3LE e 1..rzITF-rl- anLiT'H jjJ tlrp F1t 1'� -'Tt•t r91,rt1�Ltak J rb rr4 SW i4t i r � . •, �,a rat. t �a GPEC .b! C B. c t51a i�,vt Flild Zl tp) :UR.VrtLq C�.ttl f Ar:iyn)v�s§le St, zdc[f alpe Qr1i§hdWzTge Leave ieb ilte `4tnxjeptarz �. L • � � � . � 4� � _ `�tr ��: �� � �, ��` f _ 1yt�i Su€�tatal 5010CIE Io'tllis'4on eIe Will reduce ht Sfrencgth; Any Water ad SL+.'Aa,:s a3P ,§irf'xUdr t: �...., riillotji ¢t l•�ter Irin'_' aet til Safety fs a constant .sitNle of mind, %w1t1 a every•�trfl1oyee teeling respor' ble and Empov Bred to art to cause hirn and ofll r IQ work s-Melly, on the belief fhm all acaci ants are prevtnta3 le and that zero ineiden;s is the onl-j goal i Ldt: Rimk: ■ Address Corrcm Not Correct HOME OFFFICE "761 Thank ou Wo appreciate your business^ Y . C®S?7Ci1�� ill tcr,r' t:p d Materials Far Life° i ' ' Ticket no. gSTUART r� Crete 155 h10 T!4RRtyr! RD t p STUART, t1 T=y434 y! Y c'711 kt z;.- Debvery date • t. Plan{ Truck DrlverFr ] Truck sizE Type Fob I f" fZ t I 12 38 3 WIN�F IEI 1j L ;A L... 05l06t201 627 ti I y aLII 1: TaX CD"!` i Customer no ' ,{ " Customer name I I!M ..;y4t(1S75G7 F» ' I'f Wf"LtSi BRHERS tv zj . 3 C Order no.' (Terms code Time due ITac at protect no, �' .Customer P.O. no. _ 59� L t-Charge delivered 3{ O.D. "j • 56 AM 46heL7••.- �, r ,2-Cia F.0.8., 4{O.D-E0.6: �_ nty Cou I Delrvery.naan 'Yl,e d-address�� ' l..y376 RfW G Y LSON RD r'•1r?,QLM,",C,LTY'b``' t,,,�.., , r.- slum itF s p tgei6c'ts ' �` �' ^ j,• `- - ' f1RBOR ;RIDGE -SALESCENTERFL-714/zMOW'gREYy, P TR SW HT MEADOW TAKE CN RIGHT ON SW 1 T_..4.r..—•,-_ U/M Unit pace Amount , I'' Quant ty r V'7-- Produd,r Loadr r • Cumulative. Ordered - Code Descnptwn �` CY 0 CA i95RIA 3Q'00 N57 f° :i.00 ', 1 ,0p 801007 5t1Ei. SURCHG f r^ 0P+ 1 f0 80 1014 gNVRON SL}RCHv LD w 1. ,7 ' iF ,.i.•, < .x-If .r:3••YSF°i-�,a.•c ac1 F.J' >'S „{ , �!/ a l t nr..fi•'' "r%�i I c "� _ aT fit, k • {j,?'- r,* b.- r- ••, {hr•. g?'-..."t .,•,� ^ 1 ' _• ky _ � r fir( � - 4. Load•', Arrivejo61. a start discharge Finish discharge `+ Leave job site Arrive plant,J� 1� li I'• n Subtotal I{ ,'' '. 1 y n 1 Sales tax 4. W TOTAL �. Ad'dittonal wate-r�, adr�edito tKts concrete will reduce its stre* gth. Any;water added is at customer's risk. Ga Ions of:water'added1' Gallons of water added:'.a_-= Gallons of water added: ✓ Amt of EYBetamed * T I Customer Approv I CustomerApproval:C stomeS Appro al - / I Customer Approval r `I. Tested properly '- I No. �j ' I -j� Authorized y zed and received b l.lLJ Yes ❑ No ❑ Yes ❑ N° L 796Pa}' V IX •/.� ' / . Lot: 'G Safetyis a constant state of mind, with every employee feeling responsible Block }a f and empoweredto act to cause him Address`' correct Not Correct { and others to.wock safely, on the belief I >,•that all accidents are preventable and! that zero incidents is the. only goal. S ,i _ ni IRTOMFR COPY', s,• - , t .4� „ -- _ -. °' ' c 0 V,4 c R V M h rrk y u 1t1t g�prgtia4y,qur business" AMaverli!-i': kir Liao MAC- LV.A 141 Pd'Mr1EE ' RV r dgEYt?s1:hi6n eiam 1tsn:ti L+cvice -ta.ixk sL<n TyC•=#ats L<izIaa e2o16 r _-7 i iE. I � l`tit pgS ii. .C59 ii 5l4iG�€tCl a $ad Qmet�'-Pf4tt-r i�1�.. - [pr7tY it'# _ Wr4mTRoc f`Cl ¢}may T+A. Y.+T^75 CttA°!'t LMrgra tufinr3 d: GYi 1X+a €tua ?�sanspron 'as�cae t.:,a t+i< ���� "dx(C3a:it9t31�. Ctf�i1 # l Yrt{iya+yre#iit!"^.4tx1 at�tF^5 � ,. - - 1i?r, = DID C3mSy } sl Ro � f?VfiL1 i CITY t�iE4�i�tC1'd t�1i27I3� �P'11�5.�' ��1;F1��3'i '6f7�rT•t-1: 6m rry�_-i o z, I KrvT 1�ci� r, 41 Tt? Si4 14 ,' w,v�trtit�. _ yyq�T ��MM��}}�� (1 t G}� f ��t iL iY C Mt1 �. .p.. � 5 1jV '.. �t1hFy-iLgClilt✓t < < s3s L71 Pt tD l , i i,sw' i6ap,1 G4 SPEC wtc q n s0 M � °f5# 7 het tal,k2��'E�t"a � ate' -. 'lUfi1 tiJ +'i i$$$ ] f 'did! i0i:8i #„PAY I W7$1 19U4014b . L D #: 1 � i 11r�vd�q'=."R2 .c.?at .. x s.. _ .. r . a�twegn i `� Gii�hh'di&x},s:'r!`u ftiavn i[�uilt'u' Arrti+_'plartt n .v,t4 .. .. TOTAL k d 0 1 V 6 ii6RiCfWdded:tfs:thYr €ent et -.will re rWc its 'sttetns) Any w terat!6 eusir' er :rises Gnllrz}a of asxaarn%r}ad dYa?tiina mJpvat # r.E.� GgjIpa%,c4 �tiatar xidrtr'. ,.,�.; Amt;m°L,'P .- r. . � ttR C�ttat St4'a - �'�u71<A='I Fi t9Vd{t : €i4'lpatmF.i4p Y3(} �k+4YA4'Mt dt ct?tat' :9ulli�itite�a� r><:etvtvi ' , - _ 't Ycyr, dr Yes i j "l� I ('} I I �8012 '}� „ L,,• Lot: Satfely,i, a. Constant State Of.PiS inwif4 evolionplowe f0 ing r6odr side anOl pmp wa l to a t� c� 'o iI1m tld best;: Caxrrect., F9silit�rre t S Safi cad ath rs tc+ uvt�rk yt`�rrt _ tag beef 2t1t4l,�t irynis( praV,'nt�l.rttl' ©tea, thgt zafo inri rris r,6 Qn r. i_. _ uhmr= orr-ici; A_ JL "Thank you - We appreciate your business;,t v , •i Ticket no. STUART 15,01 MONTEREY 6 e �iTUART, FL'. �34 4 711 ,y I Truck sae Type job' Delivery date Plant Truck (Driver 1 �; Qi �4 05/.16 G'�7 1443 pLF'MAN, Jq L I " zone- i , Tax CD t` I Customer no. Iy,, Customer name '' '9 a - r �}kl' 71t 7 n I ,JELLS H d1THC{y?v;-C f � I "•-r =^ Time due } I Tarmac project no. Custome iP.O. no; I.Order no`,�J,�+.1 (Terms code, -Charge delivered 3CO.D� r Itlj 11:29 AM t}b0 c 17 I-=- , 2-Charge EO.B. 4C:D.D -F.O.B. ryname and addressCounty 1,Delive A.3396 NW GIL.SUN RD I �I PANVi CITY I� Slump i Instructions - 9 • ° HARBOR RIDBE SALES CENTER-- SOUTH CiN FL 71ti/MONTFREY RD,�'rit SW HI I`t ,�f� 5.00 C+H MEADOW. TAPE 21Jll Wm n- ON 6W f�Qua'tity`„ : z;, y (Product } L JE.;, u/M umtpnce • Amount Load Cumulative Ordered Code Description CY 11.00 32.00 c.00 CAi95R1A 3000 # 7 r. 1.00 D. 00 %oo w':t 801007 FOE}}-- SURCHG s LD 1.00 3.00 1.00 821014 ENV RON SURCHG ,r' tpL`I) Y .41 r• d-} ,p. � � �,..n ,.yr�'f -., �• r l�..1�. r, J _ Load- �. Arrive job site. Start discharge Finish discharge Leave job site Arrive plant .-� _ �� � ! subtotal ri � i Sales tax ' r (/j,I . �• � � TOTAL I Additional water added to this concrete will reduce its strength. Any water added is at customer's risk. g �'? 8 Amt of CY.'Hetained: ! Gallodrof wateradded: (Gallons of water added:_ Gaalfons of water added: _s Customer Approval,-Cu stomer Applo I Customer ApprovP I Cust mer Approval. ` i - i- _ uthorizedan , dreceived y I. ,Tested Tested properly No. A / (ryv�JJ4 �❑ Yes ;❑ No ❑ Yes ❑ No _ Xr i f .• 1 �\ TIT , `'lol f Materials for Life' g rgmwrete r, Safety is a constant state of mind, with every employee feeling responsible " and empowered to act to cause him ,and others to work safely, on the belief that all'accidents are preventable and that zero incidents is the only goal. •r . Lot: e ,v Block: r i •" Address: i Correct Not Correct 1 Materials for Life' gr �Acrete "Thank you - We appreciate your business" STUARf 1501 MONTF_FfEY RD STUART, Ft., `33494 Ticket no. ��gUILO/,yC � O G U Z N j •MEMBER Delivery date ITruck Driver Truck size Type job 05/06/2016 627 12913 I WINGFIELD, 10 SIllEWA Customer no. Customer name tone Tax CD 9000747 I IJTLLS BROTHERS CONSTRUCT Tarmac project no. Customer P.O. no. order'no. Terms code ,-Charge delivered aC.o.D. I Time due I PM 4F.V1:'17 I I5981 I r Delivery name and address k Lot Block IT G I LSON RD i I I I CALALM CITY I a .M HARBOR R1DGE SALES CENIER,- ON FL-714 MONTEREY RD, -rR 1351-1 MEADOW, TAKE 2ND RIGHT' Quantity a Load - 042. Q umulat_tive Odered C10. 0 4c . 00 CArIC 4. 00 111. 00 80 )Q SOUTH SW HI ON SW R1A 1 . 00 4 . 00 1.00 60 701 y Iptlon 300 #:57 ; FUE�T SURCFIG ENV'I RON SURCHIS i 1. I/ I JLr ' 11 i - d ;y/M Unit price D D Load Arrive job site Start discharge Finish discharge Leave job site Arrive plant 1 Subtotal 4dditionM water added to .this concrete will reduce its strength: Any water added is at customer's risk. Gallons of water added:_ Gallons of water added: Gallons of water added._ I Amt of JYetained: �. , — —j - "'-- CustomerAonroval: Customer Approval: Customer Approval: Custorer Approval •�. {._ ITested Tested properly No. n +� ' Authoriiedan�Teceived by "' r'd ❑ Yes F-1 No El Yes El No I tJ X Safety is a constant state of mind, with every employee feeling responsible and empowered to act to cause him and others to work safely, on the belief that all accidents are preventable and that zero incidents is the only goal. Lot: Block: Address: Correct Not Correct County p 5. 00 1. 1111.cn nr+nv OTri-Cowry Ready Mix TITAN Ft. S.W. 2nd Ave. F[. Lauderdale, FL 33315 C014CE ETE Phone: (954) 761-1944 Materials for Life' Fax: (954) 760-5925 Date Issued 2/24/2016 Submittal No. 18472. Contractor: Wells Brothers Construction Project: Harbor Ridge Sales Center Dear Sir/Madam: 'aem Ready Mix ;A U.S. Highway One North Palm Beach, FL 33408 Phone:(561)904-7007 Fax: (561) 904-7024 [INorth/Cenand Ready Mix 3928 South Nova Road Port Orange, FL 32127 Phone: (386) 763-5940 Fax: (386) 763-5969 'at Coast Ready Mix _i Commercial Q., Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941)486-2222 We are submitting the following concrete mix design(s) for approval of use for the above referenced project: Number SPEC WIC 0.50 #57 SW505R10 SPEC W/C 0.45 #57 SOG SW5B8P10 SPEC WIC. 0.45 #8 PM Beams - JAGB8C10 3000 #8 MG-C Cell Fill THE MIX CODE NUMBER MUST BE USED WHEN ORDERING CONCRETE. If TITAN Concrete is not in receipt of an approval of the mix design from the customer at the time of the order, TITAN Concrete may rely on the customers use of the mix design code in its order as approval for use of the mix design on this project and customer shall not hold TITAN Concrete liable for delivery of product conforming to such mix design code. The proposed mixes have been proportioned in accordance with the applicable sections of ACI 211, and the concrete section of your specifications and/or your request., The proposed mix design(s) will meet the stated strengths, when test specimens are made, cured and tested in accordance with current ASTM standards, and evaluated per ACI recommended standards and practices, including among others: - ASTM C 31/C 31M Making and curing concrete test specimens in the field, - ASTM C 39/C 39M Compressive strength of cylindrical concrete specimens, and - ACI 214R Evaluation of strength test results of concrete. The intended.use column is for information purposes only and does not replace any construction documents including and not restricted to contract documents, architectural plans, provisions, specifications, or notes. It is TITAN Concrete's policy to statistically analyze strength tests as a measure of Quality Assurance. As required per . ASTM C 94-00: Sec. 4.6, please instruct the testing laboratory for this project to include TITAN Concrete on their distribution list at testreportsna titanamerica.com for all strength test reports for this project. Rog"xt mym- Olukayode Aremu HUB Technical Customer Support Florida 1992 - 2016 Quadrel, Inc. Pagel Quadrel iService am ElTri-Cowry Ready Mix S.W. 2nd Ave. 0S.W.2nd TITAN Ft. Lauderdale, Fn FL 33315 C40NCRF-TE Phone: (954) 761-1944 Materials for Life° Fax: (954)760-5925 Submittal No. 18472 Date Issued: 2/2412016 Customer: Wells Brothers Construction Project: Harbor Ridge Sales Center I :m Ready Mix a J.S. Highway One Nonh Palm Beach, FL 33408 Phone: (561) 904-7007 Fax: (561)904-7024 []Nonh/Central Ready Mix 3928 South Nova Road Pon Orange, FL 32127 Phone: (386) 763-5940 Fax: (386)763-5969 D'- :oast Ready Mix . mmercial Cc, Suite B3 Venice, FL 34292 Phone; (941) 496-2220 Fax: (941)486-2222 Mix Code: SW605R10 Mix Code must be used when ordering concrete. SPEC W/C 0.50 #57 Spec. Weight Source Material ASTM Gravity oz/yd (Ib) TITAN TYPE 1/11 BULK P CERT FOR FDOT C-150 3.15 570 PENNSUCO ASTM #57 CO#10 C-33 2.38 1,650 JAHNA DOT SAND JH C-33 2.64 1,262 WELL C-94 1.00 34.0 gal 283 BASF ADMIXTURES POZZOLITH 700N C-494 1.00 24 010 BASF ADMIXTURES MB-AE 90 C-260 1.00 2 0.0 Specified F'c : 3000 psi @ 28 days Designed W/C +p Ratio: 0.50 TOTAL 3,765 Specified Slump: 4.00 to 6.00 " Designed Volume: 27.00 cuff. Specified Air: 3.00 To 6.00 % Designed Unit Weight: 139.4 lbs./cu.ft. NOTES: TITAN Concrete has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water -to -cement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (i.e. ACI-318, and local Building Codes); and that acceptance testing is conducted in accordance to all applicable ASTM test procedures by a facility evaluated by and accredited by industry agencies for proper lab protocol and that test results are evaluated by ACI standards. Chemical admixtures are added in accordance with the manufacturer's recommendations. TITAN Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. TITAN Concrete also reserves the right to adjust cementitious contents in accordance to ACI 318. The minimum requirements for testing of ready mixed concrete at the project site are established in ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered 10 the site is based on specific field -measured properties and laboratory -measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. COMMENTS: 1992- 2016 Quadrel, Inc. Paget Quadrel iService sM Date: 2/24/2016 Mix Name: SW605R10 8000 7500 7000 6500 6000 5500 4500. 4000 100 200 300 400 500 600 Maturity, Hours .I 8000 7500 _ 7000 6500 6000 5500 5000 4500 4000 700 16.00 14.00 1200 10.00 8.00 6.00 4.00 200 0 00 TITAN Materials for Life' Units: US iI �L_ t t: --A k__ �. ® ML tt 5500 6000 6500 7000 7500 8000 STRENGTH SUMMARY, Compression Strengths No. Of Avg 7 Avg 28 Avg Acc Std Tests Day ________________________________________________ Day Age Dev 30 5530 6740 6740 400 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Test Strengths Number ------------------------------------------------ Number 7 Day 28 Day Acc Age I60663283 1624315 5670 6950 6950 160663283 1624415 6030 7130 7130 160663284 1624515 5970 7430 7430 I60663284 1'.624615 5590 6860 6860 160663285 1624715 5610 6580 6580 160663285 1624815 5100 6700 6700 160663286 PN18415 5230 7030 7030 160663286 1:624915 6000 7100 7100 160663286 1625015 5700 6790 6790 160663286 PN18515 6060 6980 6980 160663287 1625115 5650 6710 6710 160663287 PN18615 5760 7160 7160 160663287 PN18715 6060 7200 7200 160663287 1625215 5580 6760 6760 I60663287 1625315 5900 7030 7030 I60663331 PN20415 4870 6080 6080 160663332 PN20515 6460 6920 6920 160663334 PN20615 5810 6500 6500 I60663546 PN22715 5690 6940 6940 I60663546 PN22815 5370 6780 6780 160663545 PN22615 4950 6490 6490 PSI 95% of tests lie above cross -hatched area Either 4" x 8" Or 6" x 12" 1992-2016Quadrel,Inc. Page3 QuadreliService smt DETAILED STRENGTH, Compression ther 4" x 8" Or 6" x 12" Batch Test Strengths Number ------------------------------------------------ Number 7 Day 28 Day Acc Age 160663568 1686715 5230 6960 6960 160663568 1686615 5500 6560 6560 . I60663583 1688015 6660 7020 7020 . I60663616 1695015 5960 6960 6960 I60663617 1.695115 4730 5790 5790 I60663645 1.699315 4870 6170 6170 I60663644 1699215 4030 5800 5800 I60663671 1704415 4720 6480 6480 I60663678 1706015 5210 6410 6410 1992- 20I6 Qoa&el, Inc. Page4 Quadrel iService SM OTri-County Ready Mix TITANS.W. 2nd Ave. Ft. Lauderdale, FL 33315 ai Ft. Lau C40NCRETE Phone: (954) 761-1944 Materials for Life Fax: (954)760-5925 Submittal No. 18472 Date Issued: 2/24/2016 Customer: Wells Brothers Construction Project: Harbor Ridge Sales Center fjm Ready Mix "J.S. Highway One Noah Pahu Beach, FL 33408 Phone: (561) 904-7007 Fax: (561) 904-7024 ElNorth/Ceaval Ready Mix 3928 South Nova Road Pon Orange, FL 32127 Phone: (386) 763-5940 Fax: (386)763-5969 -'6hast Ready Mix !.nmercial Ct., Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941)486-2222 Mix Code: SW505R10 Mix Code must be used when ordering concrete. SPEC W/C 0.45 #57 Spec. Weight Source Material ASTM Gravity ozlyd (lb) TITAN TYPE 1/II BULK P CERT FOR FDOT C-150 3.15 665 PENNSUCO ASTM #57 CO#10 C-33 2.38 1,605 JAHNA DOT SAND JH C-33 2.64 1,188 WELL C-94 1.00 36.0gal 300 BASF ADMIXTURES POZZOLITH 70ON C-494 1.00 33 0.0 BASF ADMIXTURES MB-AE 90 C-260 1.00 3 0.0 Specified F'c : 5000 psi @ 28 days Designed WIC + P Ratio: 0.45 TOTAL 3,758 Specified Slump: 4.00 to 6.00 " Designed Volume: 27.00 cu.ft. Specified Air: 3.00 To 6.00 % Designed Unit Weight: 139.2 lbs./cu.ft. NOTES: TITAN Concrete has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water -to -cement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (i.e. ACI-318, and local Building Codes); and that acceptance testing is conducted in accordance to all applicable ASTM test procedures by a facility evaluated by and accredited by industry agencies for proper lab protocol and that test results are evaluated by ACI standards. Chemical admixtures are added in accordance with the manufacturer's recommendations. TITAN Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. TITAN Concrete also reserves the right to adjust cementitious contents in accordance to ACI 318. The minimum requirements for testing of ready mixed concrete at the project site are established in ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered to the site is based on specific field -measured properties and laboratory -measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. COMMENTS: 1992 - 2016 Quadrel, Inc. Page5 .QuadreliService sM Date: 2/24/2016 Mix Name: SW505R10 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 .I 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 0 100 200 300 400 500 600 700 Maturity Hours TITAN h1aterials ((it Life Units: US iI . tt I MMWA .M. t �, -ii. \\\� �. IAilllllfllll_ 4500 5000 5500 6000 6500 7000 7500 0000 STRENGTH SUMMARY, Compression Strengths No. Of Avg 7 Avg 28 Avg Ace Std Tests Day ---------------------------------------------- Day Age Dev 30 4750 6350 6350 540 ; DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Test Strengths Number ------------------------------------------------ Number 7 Day 28 Day Acc Age I60221609 FL21815 5100 5920 5920 I60221608 FL21715 .5080. 5800 5800 I60551814 BV43215 5370 7050 7050 I60551814 BV43315 7010 7010 I60551813 BV43115 5510 7140 7140 I60883303 SM29215 3910 6370 6370 I60883303 SM29115 3890 6180 6180 I60221829 FL26215 5790 6810 6810 I60221830 FL26315 5840 6330 6330 I60883365 SM31315 3710 6730 6730 I60883365 SM31215 3510 6640 6640 I60551989 BV45415 5260 7080 7080 160883389 SM32315 3810 6330 6330 I60883389 SM32215 3240 6880 6880 - 160552046 BV46815 5540 7180 7180 160552077 BV48315 5680 7370 7370 160221961 FL29315 4980 6190 6190 I60221962 FL29415 5820 6280 6280 I60221959 FL29215 5240 '6040 6040 I60222032 FL30915 5040 6050 6050 I60222032 FL31015 5350 6390 6390 PSI 95% of tests lie above cross -hatched area Either 4" x 8" Or 6" x 12" 1992 - 2016 Quadml, Inc. Page6 QuadreliService SM DETAILED STRENGTH, Compression (ther 4" x 8" Or 6" x 12" Batch Test Strengths Number ________________________________________________ Number 7 Day 28 Day Acc Age 160883641 SM38515 3590 6280 6280 I60883680 SM39515 5920 6290 6290 I60222283. FL34915 4640 5550 5550 I60222284 FL35015 4870 5910 5910 160222284 FL35115 4770 5660 5660 160883757 SF42115 4390 6300 6300 160444215 NM00716 4010 5640 5640 160444216 NM00916 4150 5450 5450 I60444214 NM00816 3730 5530 5530 1992- 2016 Quadrel, Inc. Page] QUadrel iSeNloe SM DTri-County Ready Mix �y 2500 S.W. 2nd Ave. TITAN Ft. Lauderdale, FL 33315 "f� C40NUM Phone: (954) 761-1944 Mawrlals for Life Fax: (954) 760-5925 Submittal No. 18472 Date Issued: 2/24/2016 Customer: Wells Brothers Construction Project: Harbor Ridge Sales Center I' Im Ready Mix —'J.S. Highway One North Palm Beach, FL 33408 Phone: (561) 904-7007 Fax: (561)904-7024 ONorth/Cenual Ready Mix 3928 South Nova Road Port orange, FL 32127 Phone: (386) 763-5940 Fax: (386)763-5969 D' "-past Ready Mix 4nmercial Ct., Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941)486-2222 Mix Code: SW5B8P10 Mix Code must be used when ordering concrete. SPEC W/C 0.45 #8 PM Spec. Weight Source Material ASTM Gravity oz/yd (lb) TITAN TYPE 1/II BULK P CERT FOR FDOT C-150 3.15 560 ST FLYASH TYPE F-BIG BEND C-618 2.45 140 PENNSUCO #89 STONE CO#17 C-33 2.42 1,013 JAHNA DOT SAND JH C-33 2.64 1,753 WELL C-94 1.00 38.0 gal 317 BASF ADMIXTURES POZZOLITH 70ON C494 1.00 30 - 0.0 BASF ADMIXTURES MB-AE 90 C-260 1.00 6 0.0 Specified F'c : 4500 psi @ 28 days Designed W/C + P Ratio: 0.45 TOTAL 3,783 Specified Slump: 5.00 to 7.00 " Designed Volume: 27.00 cu.ft. Specified Air: 1.00 To 6.00 % Designed Unit Weight: 140.1 lbs./cu.ft. NOTES: TITAN Concrete has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water -to -cement ratio, cement content, and air content are appropriate for the anticipated environmental conditions (i.e. ACI-318, and local Building Codes); and that acceptance testing is conducted in accordance to all applicable ASTM test procedures by a facility evaluated by and accredited by industry agencies for proper lab protocol and that test results are evaluated by ACI standards. Chemical admixtures are added in accordance with the manufacturer's recommendations. TITAN Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. TITAN Concrete also reserves the right to adjust cementitious contents in accordance to ACI 318. The minimum requirements for testing of ready mixed concrete at the project site are established in ACI 31,1.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered to the site is based on specific field -measured properties and laboratory -measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. COMMENTS: 1992 - 2016 Quadrel, Inc. Page8 OuadreliService sM Date: 2/24/2016 Mix Name: SW5B8P10 .I 0500 ocnn B000 7500 7000 6500 6000 5500 5000 4500 4000 _____m ____®_ �____m 100 200 VJVV 0000 7500 7000 6500 6000 5500 5000 4500 ennn TITAN e rmlacREr� Materials for Cite" Units: US iI ■■■�' y 11 ■■mom ■ ' f ME NEI r r 1 ■■ ,�, �'11■■ 1 1. lion ■ii !!ill�l 300 400 500 600 700 4500 5000 5500 '6000 6500 7000 7500 0000 8500 Maturity Hours _ 'PSI 95 % of tests lie above cross -hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg 7 Avg 28 Avg Acc Std Tests: Day Day Age Dev - - ________________________________________________ 11 4930 6520 6520 610 DETAILED STRENGTH, Compression Either 4" x 8" Or_6" x 12" Batch Test Strengths Number Number 7 Day 28 Day Acc Age ________________________________________________ 160661932 PNO1514 4890 6450 6450 I60661932 PNO1614 4200 5820 5820 160661931 PNO1414 4990 6830 6830 160662215 PN12014 5400 6040 6040 160662215 PN11914 5300 6810 6810 160220669 FL06515 4350 7160 7160 160220670 FLO6615 5380 7840 7840 I60220697 FL07215 5010 6420 6420 160220695 FL07115 5140 6420 6420 162202059 M001815 4730 6020 6020 162202058 M001715 4830 5860 5860 1992 - 2016 Qmdml, Inc. Page9 GluadreliService sae OTri-Cowry Ready Mix S.Wuder and Ave. TITAN Ft. L Ft. Lauderdale, FL 33315 J wluOt'd _REVS Phone: (954) 761-1944 Materials f6r Life Fax: (954)760-5925 Submittal No. 18472 Date Issued: 2/24/2016 Customer: Wells Brothers Construction Project: Harbor Ridge Sales Center ;m Ready Mix 'o. J.S. Highway One North Palm Beach, FL. 33408 Phone: (561) 904-7007 Fax: (561)904-7024 ONorth/Centml Ready Mix 3928 South Nova Road Pan Orange, FL 32127 Phone: (386) 763-5940 Fax: (386)763-5969 oast Ready Mix f .mmercial CL, Suite B3 Venice, FL 34292 Phone: (941) 486-2220 Fax: (941)486-2222 Mix Code: JAGB8C10 Mix Code must be used when ordering concrete. 3000 #8 MG-C Spec. Weight Source Material ASTM Gravity oTJyd (lb) TITAN TYPE 1/II BULK P CERT FOR FDOT C-150 3.15 555 ST FLYASH TYPE F-BIG BEND C-618 2.45 140 PENNSUCO #89 STONE CO#17 C-33 2.42 1,110 JAHNA DOT SAND JH C-33 2.64 1,651 WELL C-94 1.00 38.0 gal 317 BASF ADMIXTURES POZZOLITH 961-R. C494 1.00 24 0.0 -BASF ADMIXTURES MB-AE 90 C-260 1.00 4 0.0 Specified Pc: 3000 psi @ 28 days Designed W/C + P Ratio: 0.46 TOTAL 3,773 Specified Slump: 8.00 to 11.00 " Designed Volume: 27.00 cu.ft. Specified Air. 0.00 To 3.00 % Designed Unit Weight: 139.8 lbs./cu.ft. NOTES: TITAN Concrete has no knowledge or authority regarding where this mix is to be placed; therefore, it is the responsibility of the project architect, engineer, and/or contractor to ensure that the above designed mix parameters of compressive strength, water -to -cement ratio, cement content, and air content are appropriate for they anticipated environmental conditions (i.e. ACI-318, and local Building Codes); and that acceptance testing is conducted in accordance to all applicable ASTM test procedures by a facility evaluated byand accredited by industry agencies for proper lab protocol and that test results are evaluated byACI standards. Chemical admixtures are added in accordance with the manufacturer's recommendations. TITAN Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. TITAN Concrete also reserves the right to adjust cementitious contents in accordance to ACI 318. The minimum requirements for testing of ready mixed concrete at the project site are established in ACI 311.6 Specification for Ready Mixed Concrete Testing Services when acceptance of concrete as delivered to the site is based on specific field -measured properties and laboratory -measured compressive strength. TITAN Concrete requests to be included on the distribution list for test data. COMMENTS: This mix meets ASTM C-476. 1992-2016Quadret,Inc. Page10 QuadreliService SM Date: 2/24/2016 ITAN Mat6ials for Life Mix Name: JAGB8C10 Units: US .I 9I M 7000 6500 6000 5500 5000 4500 4000 3500 3000 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 100 200 300 400 500 600 700 Maturity Hours 6 5 4 3 2 1 0 MMM MONO II MOM NO-- t t. t -yI 1 t t .,rttl I I ��IIIIIII 4000 4500 5000 5500 6000 6500 7000 7500 8000 STRENGTH SUMMARY, Compression Strengths No. Of Avg 7 Avg 28 Avg Acc Std Tests Day ------------------------------------------------ Day Age Dev 16 4850 5950 5950 660 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Test -Strengths Number Number -7 Day 28 Day Acc Age -------------------------------------- I63434726 I634347269 5190 __________ 5190 I63317513 1633175136 4696 5860 5860 I63317524 I633175245 5030 5950 5950 I63317530 I633175308 4950 5950 - 5950 I63317533 1633175335 5410 5890 5890 I63317545 I6331754SO 4890 5400 5400 I63317557 I633175576 5230 6050 6050 I63317562 1633175624 4560 5930 5930 168787329 1687873293 3220 4330 4330 163317567 1633175671 4790 7050 7050 I63317571 I633175719 5020 6300 6300 I63317577 I633175779 5310 6930 6930 I63317579 1.63317S799 5030 6570 6570 163317582 1633175820 4290 5830 5830 I63317586 1633175863 5420 5900 5900 I62828044 1628280448 6070 6070 PSI 95 % of tests lie above cross -hatched area Either 4" x 8" Or 6" x 12 1992-2016 Qwdrel, Inc. Page11 Quadrel!Service smt TITAN' _d AMEtii�G11► Titan Florida Cement and Aggregates Quality Control Department h 11000NW121sl Way Medley, FL 33178 +1 (305) 364-2200 w .Otanamedca.com CERTIFICATE OF QUALITY PRODUCT: ................................................................. PORTLAND CEMENT TYPE:........... I -II (MH) LOW ALKALI (A),(B)STANDARD(S):........................................................ASTM C 150-15 AND AASHTO M 85-15 DATE:........... February 11, 2016 MANUFACTURING FACILITY: .................................. PENNSUCO (MEDLEY, FL - USA) PERIOD....... 01101H6 to 01131116 SILO(S):......................................................................6,9,10,11 STANDARD REQUIREMENTS CHEMICAL Specification Results for Item Limit 1 II ll(MH) Period Sio2 (°%) - - - - 20.2 A1203 (%) max - 6.0 6.0 4.8 Fe203 (%) max - 6.0 6.0 4.0 Ca0 (%) - - - - 64.9 Mq0 M) max 6.0 6.0 6.0 1.0 (C)S03.I%) when C3A is more than 8% when C3A is 80% or less max max 3.5 3.0 - 3.0 3.0 2.7 (D)Inorganic process addition(°A°) max 5.0 5.0 5.0 na Loss on ignition CA) _ max 3.0 3.0 3.0 2.3 Insoluble residue (%) max 0.75 0.75 0.75 0.45 CO2 in cement 1%) - - - - 1.3 (E)Limestone (%) max 5.0 5.0 5.0 3.5 CaCO3 in limestone I%), min 70 70 70 82 Potential (A) C33 max - - - 65 C2S min - - - 8 C3A max - 8 8 6 C4AF - - - 12 C4AF+2(C3A) max - - - 24 C3S+4.75(C3A) max - - 100 - 94 J:1&9L 0 Item Specification Results for Limit I II II(MH) Period % Air content of modar max 12 12 12 5 Fineness(m21kg) Blaine min 260 260 260 Blaine max - - 430 380 % Autoclave expansion max 0.80 0.80 0.80 -0.01 Compressive strength (psi) 1 day min - - 2361 _ 3 days min 1740 1450 1450 4118 7 days min 2760 2470 2470 5296 Time of setting (minutes) Initial Vicat min 45 45 45 102 Vicel max 375 375 375 226 Air content by ASTM C185 Compressive strength by ASTM C109 Fineness by ASTM C204 Time of setting by ASTM 266 Expansion by ASTM C151 False set by ASTM C451 Heat of hydration by ASTM C1702 Heat of solution by ASTM C186 OPTIONAL REQUIREMENTS CHEMICAL Item Specification Results for Limit 1 II IIWH) Period V k.) V.L / Na20 (%) - - - - 0.10 Equivalent alkalies (°k) max 0.60 0.60 0.60 0.28 PHYSICAL Item Specification Results for Limit 1 II II(MH) Period False set (%) min 50 50 50 82 Heat of solution (F) 7 days (cal/g) (C186) - - - - 74 Heat of hydration (F) 3 days (calfg) (C1702) - - - 63 Compressive strength (psi) 28 days min 4060 4060 4060 6920 NOTES: A. This product conforms to the referenced standard(s) as Type 1, Type 11, all Low Alkali. B. This product conforms with Section 921 of the Florida Department of Transportation Standard Specifications. C. Optimum S03 by ASTM C 563 is above 3.0%. ASTM C 1038 provides compliance for this product up to 3.5%. D. This product does not contain an inorganic processing addition. E. This product may contain up to 5% limestone addition and the actual test result may vary on spot samples. F. Test result represents most recent value and is provided for information only. G. This product and the clinker used in its production were manufactured in the United States of America. Form Rev. 03 FEB 2011 =111 TEC Services t� Testing • Engineering • Consulting Client: Mr. Curtis Leonard Separation Technologies, LLC 5353 West Tyson Avenue Tampa, FL 33570 Date: TEC Services I.D.: Lab No.: October 20, 2015 TEC 12-0988 15-785 REPORT OF.FLY:ASH TESTS Silo No: 44 Start Date: June 23, 2015 Manufacturer: Tampa Big Bend Station End Date: July 1, 2015 - Date Received: July 1'3, 2015 CkemicalAnalysis"" Resolfs w'ta/o ' . S `ecificatiom. Class F "-..., .. ASTM C618=12a I XASHTOM295=11 Silicon Dioxide(Si02) - 47.3 --- - -- Aluminum Oxide .(A1203)_ 18.6' Iron Oxide (Fe103) -_ 16.97' -- -- Sum of Silicon Dioxide, Iron Oxide & Aluminum Oxide (S O2+AI203+pe2O3): " 8L9' .. 70 %min. 70 % min. Calcium; Oxide (CaO) - 6.2 - Magnesium Oxide (MgO) - 0.9, -.- - --' Sodium Oxide (Na2O), 0.85 --- — Potassium Oxide .(K20)- " 2.19 — — "Sodium Oxide Equivalent(Na20+0.658K20)" . 2.29 ---- Sulfur Trioxide (SOS 128 5 %max. 5 %max. Loss on 1 ition -: - - - - - - -3A - 6:%.max. - 5 %max, " Moisture:Content - - _ - 0.17 3%max. -" 3 %max. Available Alkalies"• Sodium Oxide (Na2O) as Available Alkalies _ -- - -- - 0:32""' " ---- "- -- Potassium Oxide (K20) as Available Alkalies ` "` '.. 0[64.- -- --- Available,Alkalies as "Sodium Oxide 'Equivalent (Na20+0.658K2OY' - - 0.74 - -,-- -1.5 %max. Physical Analysis. Fineness Amount Retained on 4325 Sieve - - - .. 16.101, 134 %o max. I 34 %max. Strength ActivityIndex with Portland Cement At7Da s: 81% 75%min.t of control 75,%min.t of control Control.Avera e,- si: 4910 test Average,psi: 4000 At 28 Da s: 0 l35/0 - 75 mint %o 617control 75 %miq t - of control) .. ControlAvera e, psi: 6296 TestAverage, psi: 5330 Water:Requirements (TestH2O/ControlHZO) 97p/o 75%min. T (of control) 75%min: " (of control) -Control, mis: 242 Test; mis: 235 Autoclave Expansion: 0.06% f-0.8 % max. t 0:8 %amax. S ecific Oravit : 2.43 — ' Meeting the 7 day or 28 day strength activity index will indicate specification compliance • Optional "Chemical Analysis performed -by Wyoming Analytical The results of our testing indicate that this sample comphies:with Respectfully Submitted, Testing, Engineering:& Consulting Services, Inc. Dean Roosa Senior Laboratory Technician ZSO M7025 M20-11 specifications for Class F P AIL.� T Ir TE OF :��� Shawn McCormick Laboratory Principal AAA U ■ BASF We create chemistry February 16, 2016 Project: . Project location: . Certificate of Conformance MasterSet® R 961 Admixture (formerly Pozzolith 961 R) BASF Corporation Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland_, Ohio, certify: That MasterSet R 961 admixture is a BASF Corporation Set Retarding Admixture for concrete; and That MasterSet R 961 and Pozzolith 961 R admixture are the same product having identical _ composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterSet R 961 admixture; and That MasterSet R 961 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00013 percent (1.3 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 10.0 pounds_) of cement; and That MasterSet R 961 admixture meets the requirements fora Type B, Retarding and Type D, Water -Reducing and. Retarding Admixture specified in ASTM C494/C494M and AASHTO M194, the Standard Specification for Chemical Admixtures for Concrete, as well as the requirements - for Type B and Type D admixtures as specified in Corps of Engineers' CRD-C 87. 6��OAJ s!1_ Richard Hubbard Sr. Technical Marketing Specialist BASF Corporation Admixtures Systems _ MASTER° . 237W Chagrin Ohio 4412ard >> BUILDERS_ Cleveland,Ohio 44122 Telephone (216) 839-7500 SOLUTIONS ®■BASF We create chemistry February 16, 2016 Project: . Project location: . Certificate of Conformance MasterPozzolith® 700 Admixture (formerly Pozzolith 700N) BASF Corporation Water -Reducing Admixture for Concrete I, Richard Hubbard, Sr. Technical Marketing Specialist for BASF Corporation, Cleveland, Ohio, certify: That MasterPozzolith 700 admixture is a BASF Corporation Water -Reducing Admixture -for concrete; and That MasterPozzolith 700 admixture and Pozzolith 70ON admixture are the same product having identical composition, differing only in designation; and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterPozzolith 700 admixture; and That MasterPozzolith 700 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.00060 percent (6.0 ppm) chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg (1 fluid ounce per 100 pounds) of cement; and That MasterPozzolith 700 admixture meets the requirements for a Type A, Water -Reducing; Type B, Retarding, and Type D, Water -Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194, the Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type A, Type B and Type D admixtures as specified in Corps of Engineers' CRD-C 87. owz Richard Hubbard Sr. Technical Marketing Specialist BASF Corporation Admixtures Systems MA TEROa 23700 Chagrin Boulevard >>BU I LDE RS Cleveland, Ohio 44122 Telephone (216) 839-7500 SOLUTIONS