Loading...
Vista Point II-SP060302 9725898©88 0?/G=01/20F=6 19: 55 8725098P- PAGE 01/08 FAX TRANSMITTAL San Saba Construction Services, Inc. 3100 Independence Pkwy. Suite 311 -314 Plano, TX 75075 DATE: MARCH 2, 2006 CITY OF COPPELL: To: Larry Davis FROM: Laurie Birdsell FAX: 972-304-3570 FAX: 972-509-8088 TEL: TEL: 972-509-8889 CC: PAGES: 8 including cover COMMENTS: Larry, Here are the submittals for the 5000 psi Concrete Mix we will be using at Vista Pointe II located at Hwy 121 and MacArthur. If you need somet • else please call. I /fir O � a � z o � hai 7 ft# vf- 4 4 l�7/'F_i1/2i�rJ6 19: 55 97250981188 PAGE E12/U8 LA f i 1MC1Rr Mr1 IALS FACIE 02/08 Lm Lattimore Materials Company 1700 Redbud Blvd, Suite 200 McKinney, Teas 75069 (972)221-4646(main) (972)221.9647(fax) ~' www.lettim oromaterials,com Concrete Mix Design Date: 1-Mar-06 Client: San Saba Construction Project: Vista Point II Coppell, Texas Materials: Cement: ASTM C-150, Type ilil Flyash: ASTM C-618, Class F Coarse Agg.: ASTM C 33, 1"-#4 Crushed Stone Fine Agg.: ASTM C-33, Concrete Sand Admixtures: ASTM C 494,Type A or D ASTM C-260 1 Cubic Yard By Weight - SSD use Paving Mix No. )15 (7 SK ,WR,AIR) Strength @ 28 Days 5000 psi Air Cement 658 lbs 0 lbs Coarse Aggregate 1850 lbs Fine Aggrhgate 1159 lbs Water 265 Ibs Admixture Water Reducer 26 ozs Alp' 443 ozs/ Total Weight 3932 lbs Unit Weight 145.61 pcf WiCm Ratio 0.40 Fly Ash Replacement 0% Maximum Temperature 96 o F Slump 2-4 inches Entrained Air 3-6°fo Lattimore Materials Company guarantees the above mix dralgn will achieve the specified strength when tr.rgd and evaluated In acoordanco with ASTM C•72, C31, C30 rind C94 (including proper Inlllal curing as per ASTM C31 Section 10.1.2), end when the recommended procedures for placement and curing outlined In ACI 305 and ACI 300 are fellbwed. In accords rrCe with ASTM C94, Lattirnore hIaterlale Company shell receive ail copies of testing reports,and+hey ehauid bt forwarded to our Quality Control Department{fax 972.221-9647) as soon as nunilnhle. Failure to forward reports In a timely (amnion con delay reepenao time In AwNing with eonoreto concerns as well as future project submittals. This mix design submittal,price quote,or material specific information(aggregate proportion.grading,materiel aompor Ilion,or outer Information regarding materials manufactured by Lattimore Materials Company)is proprietary and eonfldentiai and not to be'hared or transmitted In any form to any poraon or organization dun le not expressly authorizer]in writing by a designated otnClflf of Lattimore Materials Company. Any unauthorized pgrson or entity in ponneesian of this lnfofrnetlon Will be prosecuted to the rulTosl extent of the IOW 07/01/200B 19: 55 975098 088 PAGE 03/08 LA I I iMQPF Ma" IALS PAGE 03/08 _ Field Test Data Mix No 1915 Bans for Selection Contractor: T.A.S.Commercial Concrete Data Updated: 03/01106 ACT 315,Section 5..3.2.1 (5-1) Project: Citigroup DEIV Reel Estate Design Strength fi,: 5000 psi Standard Deviation: 4Z4 psi Irving,Texas Ditto Rcpresentt. 25 Tests Required Stranrth F«: 5568 psi Laboratory: HBC Tcrracon Avg,Slump: 5.06 Avg.Air% 3.96 Average Strength: 5630 psi Cone. 7 Day Izata 2R pay Com esslvc Stye 5th bfata 28 Day 28 Day # Date Slum Tem Air% Cy1,I C 1,Z 7A,V , C 1.1 C 1,2 SCtAvg A v g./3 Range St.Deva. Rnn.Avg, 1 1 03/16/05 5.00 58 0.50 4500 4650 4580 6210 6080 6150 130 6150 2 03/(6/05 6.00 58 4.90 47.80 4100 4190 5750 5240 5500 510 460 5830 3 03/16/05 6.50 59 3.10 4110 4300 4210 5650 5720 5690 5780 70 334 5780 4 03/1605 6.00 56 3.90 4460 4700 4580 5800 5960 5880 5690 160 277 5810 5 03/16/05 6.50 56 4.90 4540 4500 4520 5750 5790 5770 5780 40 241 5800 S 03/18/05 4.50 73 3620 3880 3750 5170 5120 5150 5600 50 341 5690 7 03/18/05 4.00 77 3640 3770 3710 5030 5070 5050 5320 40 394 5600 8 03/18/05 4.00 77 4000 3810 3910 5030 5060 5050 5080 30 413 5530 9 03/22/05 4.25 59 4,20 5100 5480 5290 6480 6090 6290 5460 390 462 5610 10 03/22/0$ 4.75 62 430 4640 4720 4680 6080 6120 6100 5810 40 461, 5660 11 03/22/05 4.75 66 3.90 4200 4050 4130 5090 5150 51.20 3840 60 463 5610 12 03/22/05 4.50 67 4-10 4070 4140 4110 5250 5160 5210 5480 90 461 5530 13 03/25/05 5.25 68 520 4990 5000 5000 5540 6130 5840 5390 590 44'7 5600 14 03:'25/05 7.50 67 4.50 4570 4670 4620 5860 5740 5800 5620 1.20 433 561.0 15 03/31/05 5.00 69 4090 4010 4050 5170 6720 5950 5860 1550 420 5640 16 03/31/05 5,00 72 4100 4220 4160 5330 5080 5210 5650 250 423 5610 17 03131105 4.50 75 4270 4150 4210 5330 5200 5270 5480 130 420 3590 18 04/06;05 5.50 72 3.50 4620 4340 4480 5650 5690 5670 5380 40 403 5590 19 04/06/05 4,50 72 3.50 4770 4970 4870 5830 6090 5960 5630 260 40;1 5610 20 04/12/'05 4.50 64 4700 4680 4690 5210 5440 5330 5650 230 400 5600 21 04-12/05 4,25 65 4870 5180 5030 5530 5900 5720 5670 370 391) 5610 22 04/12/05 4.00 66 4820 4740 4780 5690 5630 5660 5570 60 381 5610 23 04/15105 4,50 70 3-00 5570 5560 5570 6310 6600 6460 5950 290 41.3 5640 24 04/15/05 5.00 73 4.90 4940 5460 5200 5820 5870 5850 5990 50 405 5650 23 04.19/05 5.25 75 5.00 4510 4410 4460 5110 5260 51190 5830 150 403 5630 1915-Citiprcup,xls i_i7'01/'200E 19: 55 9?' 5NH:uJ PAGE 04/08 __ CHI i 1,I"IUYCt MA' 'lAL PAGE 04/Co Lmc Lattimore Materials Company 1700 Redbud Blvd, 6Sutie 200 McKinney, Texas 75069 972-221 -4646 (main) 972-221-9647 (fax) www.lattirnoremateriais.com --..Hr Gradation Analysis for#57 oarse Aggregate ASTM C29, C33, C117, C127 & D75 }- Date Sampled: 1-D�005 Sample: 1" x #4 Date ran: 5-Dec-2005 Source: Bridgeport Total dry wt: 45,52 lbs. Location: Load Out olevw ,1 Sim Cin N Ret. % Ratt r; % Pave ,' , Th1,C3 ' , 7ir- .� is . , A` ro r x ;#:I171t.0. I' 1.112" 1.500 0 0.0% 100.0% 100% 1" 1.000 1.46 32% 96.8% 95% to 100% 3/4" 0.750 8.62 18,9% ' 81.1% - 112" 0,500 21.58 47.4% 52.6% ' 25% to 60% 318" 0.375 35.12 77.2% 22.8% - . #4 0.188 42.54 93.5% 6.5% 0% to 10% #8 0.094 ' 44.46 97.7% 2.3% 0% to 5% PAN - 100% ■ 90% ii . 70% j - : tom,. 60% I wk Retained — 50% ---- . . -_ _ ...._ --ate% Passing 40% - - _ 0.010 0.100 1.000 10.000 Sieve Size(in.) Absorbtion: 0.80% 1- /-*-------'-- Decant: 0.31% +a� Specific Gravity: 2.68 `'�;��-�►,` Dry Loose Unit Wt: 93.73 Iblfta ' 0f cbte Dry Rodded Unit Wt: 102.65 Iblft3 L.A. Abraison: 29 07/01. 2006 19: 55 97'25E198088 Ply'.E 05. 8 LF;I I .IMIJF'L MQ -ri q PAGE r35/00 .......LIVIC Lattimore Materials Company 1700 Redbud Blvd, Sutie 200 McKinney. Texas 75069 972-221-4646 (main) m e 972-2;21-9647 (fax) Y www.Iattimorernateriais.corn Gradation Analyses r Fine Aggregates ASTM C29, C33, C117, C128 & D75 Date Sampled: 2-Dec-2005 Sample: Spec Date ran: 6-Dec-2005 Source: Denton Total dry wt: 592.6 grams Location: Current Si a ,, Safe in). , 1.;R±t. 70 Ket. °J6.7a 3 . °fa Pas irig ASTM C3"3%R teifii�18`.•- • 31.' 0.375 1 Lfrnitte f' s •21 Y ,., 0.0 0.0% 100.0% 100% k %�"'"r"' 114" 0.250 5.5 0.9% 99.1% - - #4 0.188 22.8 3.8% 96.2% 95% to 100% 0% to 5% #8 0.094 95.5 16.1% 83.9% 80% to 100% _0% to 20% - #10 0,079 ' 126.3 21.3% 78.7% - - #16 0.047 158.7 26.8% 73.2% 50% to 85% 15% to 50% #20 0.033 221.2 37.3% 62.7% - #30 0.023 ., 251.6 42.5% 57.5% 25% to 60% 35% to 75% #40 0.017 394.3 66.5% 33.5% - , #50 0.012 449.6 75.9% 24.1% 5% to 30% 65% to 90% ~#80 0.007 500.4 84.4% 15.6% - - #100 0.006 543.7 91.7% 8.3% 0% to 10% 90% to 100% #200 0.0.03 581.3 98.1% 1.9% 0% to 3% 97% to 100% PAN � - - - Fineness Mod.: 2.57 ,- Sand Eq.: 87.5 g,1 �� Specific Gravity: 2.65 0*,.......rir „,,,h. try - ' 'Dry Loose Unit Wt: 100.23 lb/ft3 �,._ zs• . ��dgr 41� to tui1 '�M► Dry Rodded Unit Wt: 111.06 lblftt Absorbtion: 0.88%Ih ill 7,/01/2006 19: 55 9725098088 P AGE 05;''08 -, V1/ LJ;Ji., l-.i. GJ 7iL— -'1bu( 1_8TTIMOPE Mr ;IALS PAIF.: ©5 E118 .tUAL17Y 71/99 �SO9002 Sika AEA-15 "� n� re�� er't fika as Air.Entraining Admiixtfure DESCRIPTION Sike AAA i5 admixture is a liquid sofu- HOW TO USE admixtures, care P,i et be taken to dis- tinct of concentrated argarric materials, It Pe^act each admi+sture separately Into tile hes keen formulated end manufactured Mix. ROSAGE Specifically to provide stable and pre- tllatable air contents in concrete, with Addition rates Mil vafy depending on the air PACKAGING uniform sir bubble spacing throughout content required for a particuinr project. Slka AEA-75 is supplied In 55 gallon(208 the Concrete mare x. Typically alroontents will bespecified in the liter)drum,end bulk delivery. range of 4 to B percent by volume, Other Slka AEA-15 meats the requirements of fnctars that may affect the amount of air STORAGE AND SHELF LIFE M C-260 for air entraining admixtures s entrained Intntheconereteincludq,borers AST Slke AEA•15 should L1e stored at above andASHTOM-164 notlimitetlto,cpmenteonuantondtypc,sand 3G'F (2°C). if Frozen, thaw and egllaro gradation,temperature.and water content thoroughly to return to its normal state APPLICATIONS Sikn recommends thatirlatmlxax be tested before use. Slk,a AEA-15 con be used whenever Air whenever material or any other changes entrained concrete is desired, Ready are made that may affect the amount of Shelf life when stored In dry warehouse mix, precast and block cntraincd rise. conditions between 5J"F and 94°F(105C. protlucera can 27"C)is 1 year minimumt all achieve optimum entrained air con• tents. oven where harsh mixes are uhyd Dosage rotes for Sika AEA-15 will typi- or fly-ash i5 added to the mix, ta11y trill between 1/'l and 1 n,oz.IieD Ibs, CAtl ON (1 6 - 65 mif100 kg) of cement to entrain ADVANTAGES betwOOn 4 and B percent air_ Higher air Air entrainment 15 recognized as the contents rnny be obtained by Increasing Sktnandeveirrlt9nt,;avprOved aCl.7heUSe most trainme f a recro lze a con-he the dosage rate. of NIOSH/MSHA approved respirator, safety goggl Crete scaling In exposed environments, es sad rubber gloves is r Combination smith other admixtures, par- ommcneled.Avoid breathing product.Use se Air entrained concrete delivers pnrticu- with adequate ventilation_ RcrnOve con- lar benefits in the term of increased dcvlarinor rreducert,®ndretarders,wfH tend to incren settee amount of entrained alr laminated clothing. conernte durability. This is Important in In the mix. Alrc entente should bcchocked Colder climates where front and freeze- FIRST AID thaw cycles can cause scaling and dam• with an air-miner after batchfnganddosage adjustments made at the concrete plant, Wnxh skin with ;a.ap and water. In case age to the concrete surface. of eye contact, flush with water for 15 MIXING minutes;contact a physician. Wash cloth. Air entraining agents help to prevent Masora the required quantity per batch 'rig before re-use scaling by creating millions Of mime- manually Or With automatic dispenser scopic air void s,etlowingwatrartrapped In a q p g ui meat. Add Sika AEA•15 to mixin CLEAN UP the concrete to expend when the concrete_ Contain and collect .alth absorbent ma• freezes,thus preventing creek%Cla us ed by water or When rid. in not mix with dry he- mrnr„when used in combination with other l cal Die and of in acGOrdslnre with natural expansion. Entrained air voids in local,;,tote and fed crel reSlulations. the Concrete will nlSO increase dure ellity in harsh environments where concrete i*. •exposed to deleinn salts.marine salts and TYPICAL f,1NT t FOR SIKA A! A.TS sulfates. UJOrkabirty and pi/nest/Illy are also int. AS7M CERTIFICATION C•280 Alt Entraining Admixtures proved by the lubricating action of the ------ mlereiSCOpie bobbins in the concrete, COLOR Brown Concrete will tIOw better, end bleeding and shrinkage will be reduced because SPEctric GRAVITY R/err 1_02 in(1.0a less writer i5 needed to obtain the desired --- workability. pH ,i1 CHLORIDES% <4,1 PAGE `l `O l 7I l 1 '21 j F, 19; C �l 7 2 J_l c_:_ i L:/Ukf.:: it, 1D:!t y/,2 ' -9647 l_ATTIMOIgE ?14 TALE PA(jE FJ7fk 8 •uAd rr Pisstocrete' 161 77/99 ISO 9002 fi lCklcYEMEa� °D Water Reducing Admixture (Type A) DESCRIPTION a Consistent normal so;ting times through- PACKAGING Piastocrete 161 Is a polymer-type water- out the recommended doaege, Plaslocrefe 161 is supplied in 53 gtiion reducing adm;ttture. plasto reie 161 E lDti liter)drums and bulk delivery. contains ne chloride'.. • Lower water Cement ratios provide decreased permeability and Increased STORAGE AND SHELF-LIFE Plastocrnte 161 meets the requirrrnents durability. Plesteerete 161 should be stores et above of nS T M C-4.94 Type A and AAS-I TO M194 Type A. b5°F (2°Ci. if frozen, the,,, and egitete Combination with other Admixture,• thoroughly In return tc normal state before Plastocrete 161 works effectively as a use. APPLICJtTIONS fingte admixture; or in combination with Plostocretc 181 is recommended for use other edmixrureslnthe3lka System.When Shelf life when stored in dry warehouse in all applications where high quality air entrained concrete is specified- Sika conditions between 5 and 80°F(10°C. concrete with superior workab;hry and recammendn the use of Sikh eh entraining 27°C)is one year minimum, normal setting times Is required, agents, HOW IT WORKS CAU ON Piastocrete 101 water reduoing admix- 1 HOW TO USE lure provides an economical and highly Skin and eye irrita rit a'told contact,The use Crfcctivc mrteriS of reduclne the amount DOSAGE of NIOSI-{/MSHA ar peered respirntar, of mixing water required to produce Con- Addition rates of 3•6 fl,oz./100 lbs. (195 safety goggles and rubber gloves is sec• Crete of o certain slump by acting as a - 390 m1/100 kg) of Cement are recom• Avoid product,dlcperSant for the cement pellicles in mended for general concreteapplicetlons with adeqat^ re tintion.¶ moveCon-the mix, where normal setting characteristics tire teminnted clothing desired. Thrnugh this dispersing action more of FIRST AID the surface area of the cement particles MIXING Wash skin with soap and water. In case of In available for early hydration The more Plastocrete 161 is added at the concrain cement particles hydrated by contact plant Meesurcrrt uired quantity menuell eye a physician,n,Wash clothing for l ng minutes:ef re with the mixing enter. the greater the or by automated dispen F.r. Add Into the re-use, a physic{an Wash clothing before compressttre strength of Mr? concrete. sand at the urnirgh hopper or Into the water line at the batch plant. CLEAN UP ADVANTAGES Contain and Collect v.lth Absorbent mate- Piastocrete 101 ,s formulated ae a type When ureci in combination With other ad- riet, Dispose of in accordance with focal, A water reducer to allow 7 - 10% Water mixtures,Care must be taken to dispense state and federal rag elation„ reduction and maximize the hennfts of each ndrrfixturesepereti lyintothemix.0o Increased hydration in both the hard- not mix with dry cement, ened and plastic states. 9ENEF1T$ TYPICAL. DATA FOR PLASTOCRETE 7£1 • Reetuced water content required to achieve desired slump, increases ASTIR CERTIFICATION AS TM C-494 T COMpressive and rlpxural strengths Type A and nllows the use of more economl- - cal mixes. COLOR Brown . Improved paste quality makes con• SPECIFIC GRAVITY ghnl 1.17 A 0.05 crate easier to pump and finish. PH b 1 11111111 CHLORIDES % <0.1 07/01/200E, 19; 55 '=17-25 :::u.88 PAGE 08/08 h3 01 /^ARF 15! 25 9 72--1-9E.,17 LATTIMORE M/ TALS PAGE Leo/O6 1/97 • _ALiTy I X900, Plastiment 900. RcH7EVCMi wt� i Water Reducing and Retarding Admixture(Types B &0) DESCRIPTION A For network applications Plastiment PACKAGING Plnstwnent Is a water-reducing and re• acts. as a finishing old, workability is Plastiment Is supprled In 00 gellon (F08 tardtng admixture. Plastiment contgihs improved,blooding is controlled and a liter) drums and bunt delivery. no calcium chloride or any other Intern superior surface finish in obtained. ttonelty added chlorides. STORAGE AND SHELF-LIFE • Lower water cement ratios provide Piastlmont moult be stored at above Plastiment meets the requirement or decreased perrneability and Increased 30'F (-1°C)- If frat:cr,, thaw and agitate ASTM C-494 Types B and D and AASHTO durability. thoroughly to return to normal state M194 Types B end D. before use. Combinottiort with other Admixtur95: APPLICATIONS Plastiment work- effectively as a single Shelf life when stored in dry warehouse Plastiment is recommended for use when- admixture or in combination with other conditions between 50°F or 60°F(10'0- ever high quallity concrete with predict- admixtures in the 5ika System. 27°C) Is one year minimum, able and controlled set times is desired. Use saP In r flatw000 r vertical �� srlptorm placements whr?r3 a superior HOW TO USE (:AU surface finish in required. ADVANTAGES DOSAGE Skin and eye irritant; avoid contact. The Addition rates of R • 4 !l oz./100 lbs, use of h11OSHIMS IA approved respire- Ptastiment is highly effective in hot (130.260 m1/100 kg) certent are rec- tor,safety goggles end rubber gloves is weather concreting 10 offset the nocei- ommended for rsenerel concrete applica. recommended.Avoi^. breathing product. erating effects or high ambient tempera- tionz, Where extended retitrsation Is Use With adequate •rentlfntion. Remove tures by controlling the heat of hydra. required dosage May be increased.Meese contaminatnd clothing. don. Concrete workability is enhanced contact your local 9ilto Representative and a superior surface finish is obtained. for Information and assistance, FIRST AID BENEFITS Wash skin with seep and water. In cast MIXING of eye contact, rush with water for 15 A In moss concrete pours Plastiment Add hlastiment at the concrete plant. minuses;contact a phrstcInn,Flesh cloth- eontrols temperature_rise and reduces Measure required quentrty manually or ing before re-use, the risk of thermal cracking, by r+utomsted dispenser. Add into the sand at the weigh nopoer or into the CLEANUP • Initial set times are delayed, allowing water lint at the batch plant. Coat&trl and collect with absorbent mate. time for proper placement and finish- rial. Dispose of In accordance with local, ing without cold Joints In hell ,heather When urnd in combination with other state And;ederal regniationa. conditions. admixtures, care must be taken to dia. pence each admixture separately tnto A Plastiment Increases concrete dnnnity the mix. Do not mix with dry cement. and delivers increased early and ulti- mate, compressive and flexural strengths. TYPICAL. DATA FOP fatnSTIMENT ASTM CERTIFICATION ASTM G-494 Typos B and 0 COLOR Yell ow/Green SPECIFIC GRAVITY g/mf 1,1 e s 0.5 PH n$ CHLORIDES% .0.1 j