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PA9901-CS001218972 291 7172 Dec-18 -00 09:24m From -DEAN CONSTRUCTION 972- 291 -7172 T -115 P 01/08 F -415 DEAN ELECTRIC INC. dba DEAN CONSTRUCTION 701 HALL ST. • CEDAR HILL, TEXAS 75104 PHONE: (972) 29, 7153 • FAX: (972) 291 -7172 FAX TRANSMITTAL + + + + +r + + + + + + + ++ Date _L� _ 8 O D To Co. ( V U From G �li G� Number of pages including cover _ 0 09:24am From-DEAN CONSTRUCTION 972-291-7172 DEAN ELECTRIC INC. dba DEAN CONSTRUCTION 701 HALL ST. • CEDAR HILL, TEXAS 75104 PHONE: (972) 2: 1.7153 • FAX: (972) 201-7172 CITY OF COPPELL WAGON WHEEL PARK PHASE II Submittal No. 1 for Concrett Mix Design No. 313 Apf 03 Of CC cllf." Ci LO I t� R, T-115 P 02/08 F-415 Dean Electric Ina dba DEAN CONSTRUCTION (972) 291-7153 Submifted for your approval (1) Approved as submitted ('") Re-submit as noted p) Retum for Correction (14) Rejected Dec -18-00 09:24am From -DEAN CONSTRUCTION 972-291 -7172 T -115 P 03/08 F -415 LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY. TEXAS 75070.0556 (972) 569 -4646 (972)221.4646 Client: Dean Construction Date: 09 -Oct-00 Project Wagon Wheel Park W/o Ratio, ar 0 Coppall, Texas Fly Ash, % Maximum Tamp, dog. Materials: Slump, Inches 35 Air, %enl ained Getman[: ASTM C-1 50, Type I Flya6h: ASTM C-510, Class C Coarse Agg.: ASTM C•33. 1 Crushed Stone Fine Agg.: ASTM C-33, Concrete Sand Admixtures: ASTM C-494, Typo A or b ASTM C -280 1 Cubic Ya rd liv Weight - 980 ` siaewalw & Use Pa%ing Mix No. 38 Strength It 28 Days 3000 Air Cement, The 470 Fly Ash, Ibe 0 C. Ago., lbe 1850 iland, Me 1437 Water, [be 227 WIN ON 14.1 AEAL as 1 Total Weight 3384 Unit Wt, #1CF 147,56 W/o Ratio, ar 0 0,4a Fly Ash, % Maximum Tamp, dog. 85 Slump, Inches 35 Air, %enl ained 3 -5 Lattimore Realty Mix 9114rir6e6 the above mix design will aGhleve the specified strength when tested and evaluated In secordance with ASTM Cd72, 0-31, C-39 sad C-04 and when the recommendsci prpce for placement and curing outlined in ACI 3061305 are followed. i In accordance with ASTM C -94, Lattimore Material$ Co. ►equesmlthat copies of all strength taste be forWarded to our Quality Control Department. NO -_i Dec-18 -00 09:24am From -DEAN CONSTRUCTION 972-291 -7172 T -115 P 04/08 F -415 MIX NO.: DESIGN STRENGTH: 30 3000 P.O. BOX 556 MCKINNEV, TEXAS 75070 -0558 (972) 569 -4646 (972) 221 -4646 7 -28 1 28 -Mal 4.70 4.50 3.7 6.5 94 82 a fw 2900 3000 ---- 2950 -- 4160 4160 4155 10 1.41 2 26 Mar00 8.00 5.5 63 3420 3400 3410 3980 400 3880 4013 40 1.17 3 4 25-mar-00 28 Mar 00 6.75 5.4 64 3180 3150 3185 4340 4380 4360 4152 20 80 1137 1.27 6 28-Mar -00 6.50 6.7 70 2980 2964 2070 3610 4050 3750 4210 3780 4130 4037 4087 150 1.36 8 284ar.00 5.26 5.4 74 3100 2700 2990 2990 3045 2880 4080 4110 4085 3998 80 1.41 7 8 04-Apr-00 04-Apt-00 6.76 5.75 5.0 5.0 66 66 2630 2410 2,520 4450 4450 4450 4222 0 1.77 0 04 -AptiOD 6.76 7.0 86 3160 3450 3300 4330 4320 4325 3385 4287 4053 10 130 1.31 1-48 10 04.Apr -00 8.75 7.0 70 2220 2430 3010 2325 2850 3320 4160 3460 4000 4080 8930 160 1.43 11 OB.Apr oo 5.60 4.8 72 2710 3030 7930 2960 3710 $720 3718 3727 10 125 12 13 08 -Apr-00 06,Apr -00 5.50 6.00 513 4.3 75 2950 3000 .2976 3680 3850 3870 3622 0 1.23 14 0®,Apr -00 5.60 5.6 75 2630 2650 2590 3570 3630 3550 3678 40 1.41 1.21 15 OB -ApFO 5.00 8.0 81 342D 3500 3460 4100 4300 4200 4346 3840 4066 ZOO 180 1.30 16 Oc.Apr.W 4.75 5.5 60 3470 3070 3230 3110 3360 3080 4420 3910 4270 4090 4000 4182 180 1.29 17 16 08- Apr-00 10 -Apr -0O 5.00 5.00 5.8 4.6 55 63 3660 3400 3520 3910 4000 $956 4100 90 1.12 19 1O.Apr -00 6.00 4.5 64 3310 3260 3285 3800 3960 3880 3945 180 1.18 20 1O -Apr•0 5 -25 4.7 63 2910 300 2955 3770 3750 3780 3865 20 1.27 21 1 o- Apr-QD 6.26 4.6 84 280 2760 2780 4060 4110 4086 3008 50 1.47 22 10 -Apr -0O 6.00 4.7 66 2810 2880 2845 3970 3670 3920 3922 10 1.38 23 19-Apr -00 4.50 4.0 74 3220 3200 3240 4270 4220 4245 4083 5o 1.31 24 99- ApP -00 4.00 4.3 77 3400 3580 3480 3820 4000 3910 4025 180 1.12 25 19,Ap► -00 4.75 4.8 82 2550 2570 2685 4320 4330 4325 4150 10 1.69 0.63 28 19 -AphO 4.00 4.1 53 2860 3000 4910 4150 400 4076 4103 150 27 20 -Apr -00 4.56 5.2 72 2440 2420 2430 4010 4040 4025 4142 30 1.66 28 20 -Apr 60 5.00 5.3 74 2980 2900 2975 4000 3840 3020 4007 160 1.32 29 20 -Ap► -00 525 9.0 76 2760 2770 2776 3770 3720 3745 3897 50 1.36 30 20- Apr-00 4.76 6.7 74 3160 9110 3135 4200 420 4200 3986 0 134 31 20 -Aph6D 0.00 6.0 77 2390 2450 2420 "DO 4380 4380 4108 40 1.81 '110 32 2 6.00 &6 74 3220 37AD 3240 40 1.94 33 24,W-00 8.50 3.8 75 2910 3 00 2955 3900 020 3980 4217 1 20 34 24- Apr-00 5.50 3.8 75 2880 2790 2835 4200 4130 4185 4146 70 1A7 35 26 -Apr -00 5.25 8.0 75 2850 2800 2825 3770 3720 3746 4065 3067 3086 50 110 1.33 1.BD 36 28 -W-60 6.0 3.5 75 3140 3120 3130 4000 4110 4110 4120 4115 3972 10 1.38 37 28 -Apr -0O 6.26 4.0 78 300 2 710 2960 2980 Apr 8.0 78 3040 3150 3005 3810 000 3906 3980 190 1.26 38 2� -00 5.75 6.00 3.5 18 2800 3000 2900 3820 3880 3040 3822 40 1.28 40 41 25 -Apr-00 Q3 May 00 5.80 68 360 3370 3485 4690 4480 4686 4043 210 1.32 42 03- May6OD 6.00 78 3060 304D 3080 3890 4060 a970 4065 160 1.30 1.38 43 10 -May00 5.25 3.0 78 3040 3120 3060 4120 4230 4175 4243 110 44 10 -AAey 00 6.60 3.9 78 2830 2860 2640 3860 3900 3430 3680 8316 $942 3725 240 230 1.39 1.33 48 10- May -00 5.25 3.4 79 79 2550 2890 2450 3000 2500 2949 3200 3910 3840 3875 4 7 5 .00 3.6 82 2990 2960 2976 3840 3730 3766 3856 110 1.27 46 10 -May00 26.MAy -00 5,26 5.1 85 2840 3020 2980 4860 4700 4790 4150 180 1.61 LATTIMORE MATERIALS COMPANY rw ...- ..- _ . . n . . n -� se .+ann vACR "Tx AAAA AVAn "I. 1 -1 .7u 51 44 28- Mey-00 O -.vu 4.l 6.60 u.. 68 Wwv 2880 ..�..v 3000 ��•� 2945 62 23Jun -00 8.60 78 3070 3030 3050 33 23- Jun -00 8.00 79 3040 3120 3080 54 23- Jun-00 8.60 82 2340 W520 2430 65 z3-Jun-00 E.00 $1. 3380 3130 3260 68 234un -00 7.00 81 2080 2240 2150 67 03-Ju1 -00 5.00 88 2730 2760 2745 58 03- Jul-00 5.00 86 2880 2860 2870 Be 03.Ju1.00 3.50 87 2870 3000 2886 60 03- Ju1-00 525 87 3080 3120 3100 5.51 4.7 74 2884 STD. DEV_ ACI 318 - 8.3.1.2 REQUIREMFWS: (5.1) fer■fc +1.348 (5.2) for =fe +2.338 -500 4180 3810 4100 3130 4410 4730 3490 3330 3420 3430 3890 4010 4120 3000 .4380 4480 3450 3480 3620 3440 4015 3880 4110 3075 4385 4340 3470 3385 3470 3438 3876 330 3442 3289 4103 4128 4028. 3716 3857 3 ®33 4085 3735 3445' 3433 330 1.36 100 1.30 20 1.33 180 1.27 80 1.35 220 2.02 40 1.28 130 1.18 100 1.18 10 1.11 100 1.34 DOG-III-00 09:2 @am From -DEAN CONSTRUCTION 972-291 -71TZ T -115 P 05/08 F -415 REPORT Of AOGREGATE SIEVE ANALYSIS I—T.V" tea, rn7C Date of sworks: 08123100 Report No,; 007.2142 Client Noy. 1626 Pnoloot No.: 94001365 Cnent: LEttimnre Misurials C=PanY, LP. popiest M wellaoeous Tooft P.O. Box 556 Sieve Analysis - Ysir 2000 McKinney, Texas 75070 -0556 Services: Sieve analysis on Bridi<oport 1 11 - # 4 aggregate delivered to HBCs laboratory by Gary Lee with LaWm0re Matetiala Company. athotls of Testa: Applicable ASTM Standards ASTIM aims. ASTM C 33 source: Stockpile GRADATION At"Y818 PERGBNTAOE SPattM oATiONS 11y wFj13NT A rM C 333 - No 67 81iVE eQ,l: R@TAINAID 41FIVA 8 % RETIIINEp 0 11, 3.6 . 0 . 5 31411 19.8 - Inn 42.6 40-75 3/8" 56.9 - #4 93,8 90 - 100 #8 9911 95-100 8peeifm Gravity 2.67 Percent Absorption 0.76 Dry Loose Weight (IbL) 94.4 Dry Rodded Weight (lbs.) 103.6 "Did not mod specification requirements. TnMnimawt 7. DEVoy/E. Harbour (3) Lw:mom MswAds CwiPee'.I -P. 1/' EV E' metif0111 Vice Phaideat rwr nowt is wrmW*ihlsw. urin.wwt 3sawW ohms sot 061 xd,.wprglwrlis 1WI wKWItomms sryss.d ur ®Q'ael o.dn c In; Dec -18 -00 09:26am From -DEAN CONSTRUCTION 972 - 291 -7172 T -115 P 06/08 F -415 -Q= Qw1uy Ted do E Jaa. PROs= ASPE M01; 9300 King bus REPORT Da ckTa=75247 2141671.=7 JobNo.: W0aWM.23S PROJECT: Ids_ Tearing Dem 03131100 O=Nr. LadmcmDasml+ale ARKS: Sanp1e0594- ThaeAwir 6eConm" Sad 6izve Am*so 'Tat84dhad MG196 ' - �a ^ - i• � �k tj � % r � w::r r'�li h: •rr. .c . ;a ,.... .rri � ��',: 100 N4 %.9 95 -100 86,9 80400 016 79.0 5085 #30 55.9 25-60 #50 15.6 10.30 —' 11100 1.9 0 -10 11200 0.5 0-3 ]Jaunt eon . QTEREPRE9FNTATM: 1, Thompson 11d{ nipenlapeadn mty9pmernel.azodaoam0 tw VMUd6c d*l lwtV rM& Tqucehe0aacbeFVW*nedWbOit0MV Mdahh2Pw stud afgl> 'm I� ®iEii�ii®10 ®ooi��llri►aQaQ[a� 1n sealing by creating mexons or micro- sooptcab voids, allowing water trapped In thsoonorets to expandwhen the concrete fresms, thus prsventingoracksceusedby natural expansion. Entrained airvoldein the eonOrele win tdao inorow durabllllylh torah snWrorxnenta where concrete is exposedto deicing sake, morkteaaksand sulfams. Worksti ty and pleceebility are also Im- proved by the lubrioadng notion of the miorosoopio bubblea In the concrete. Concrete will flow better, and bleeding and shrinkage Will be reduced because lesswateris noaded to ulv%inthe desired workability. marwally of with automatic dispenser equipment. Add Sika AEA -16 to mixing water or sand. Do not mix With dry ce- metn.wnanusedin cornbhiaTionwlthoeter CLEAN UP Contain and oolleot with absorbent ma- tertai. Olspose of In aoeordantm with local, state and federal regulatlons, ASTM CE MP/CAY/OM C-280 Air Entraining Admixtures COLOR Brown SPEW ICORAMYS&I 1I M:MOtt PH >8 CHLORIDE$ % <o.l Dec-18 -00 08:26am From -DEAN CONSTRUCTION DESCRIPTION Plastocre to 161 Is a polymer -rype water - reducing admixture. Plastoorats 181 contains no chlorides. Pla6tocreto 191 meets the requirements of ASTMG- 494TypsAandAA Type A APPLICATI0N8 p lastocrets 181 e In 3111 a pplications where high Quality concrete with superior workability and normal setting times is rsqulred. NO w IT WORKS Plestocrete 161 water reducing admix- ture provides an economical and highly effective means of reducing the amount of mixing water required to produce cdn- ol , 919 o f a cer t a in dr Slump ape cant fof the cemntf acting article& In the mix. Through this dispersing action more of the surface area of the cement particles is available far early hydration. The more cement panicles hydrated by contact with the mixing Water, The greater the compressive strength of the concrete. ADVANTAGES Plastoceta 161 Is formulated are a Type A water reduoor to allow 7 - 10%watar reduction and meAfts the benofits of Increased hydration in both the hard- ened and plastic states. BENEFITS ♦ Reduced water content required to achieve desired slump, Increases ancompressive llows me ties of more economi- c a l mixes. 4 improved eier Paste p Q u8 a nl cPn- finish. 872 -281 -7172 T -115 P 07/08 F -415 Water Reducing Admixture (Type A) Condsiontnormal setting times through- ou t th ecommendeddosage. * lower water cement ratloe provide decreased permeability and increased durability Corribinstlon with other Admixtures Piaatocr6te 181 works effectively Be e single admixture or in combination nith Pine( admixtures In the Sika3yatem• alr entrained concrete is opecined, Slxa mcommunde the use otSika air entraining agents, DOSAGE A 390 l ml /100 kg) Of Cement b nt aro MGM m endoo (or g■nerel concrete appiicaoons where normal setting oharaeterlatics srs desired. MIXING Plawoornis 101 Is added Blithe concrete ptu1L Moasurerequiredquatl* manually orbyaulomateddlspenser. Addlntothe sand attneweigh hoppsrcr intothe water one at thu batch plant. When used Inocm biilatlon with other ad- each adrr xture sParat tothern*.Uo not mlxwith dry cament. PACKAGING Plastocrete tat is supplied in 55 gallon (208 war) drums and bulk delhrery. ST0RAGEANO6mmF.L/FE Plasmoreta tat ahoutdbestoredatabove 356F (2•CI. It frozen, thaw and agitate thoroughlytoreturntonorritei atata before use. Shelf flee when stored In dry warehouse con ditions between 5WFand etNF (10•C- 27•C) Is one year minimum. Skin and eyatrdta^ .avoldwintact. The use of NIOSHIMSHA approved respirator, safaN Viggles and rubbu glo oduot Use bmtnended. Avoid breathing W with adequate ventilation. Remove con- taminated clothing. FIRST AID Wash skin with soap a In case Of contaets phyelcien. Walt clothing before re -use. CLEAN UP Contain and oclieotvAth absorbentmate- net. Dispose Grin aeeordancewlth loca), state and federal regulations. ASTM C84rrIFICA770N ASTAA 6.494 Type A COLOR Brown SPECIFIC GRAVITY S/ml 1.1 T t 0.OS CHLORIDb8 % [ 0 -1 Dec -18 -00 09:27am From -DEAN CONSTRUCTION ISO 800e DESCRIPTION Plastiment is a water- recuoing and re• tarding admixture. Plastiment contains no calcium chloride or any other intsn tlanally added chlorides. Plastiment meets the requirements of ASTM C- 494Types B and 0 and AASHTO M194 Types 8 and 0. 972- 291 -7172 T -115 P 08/08 F -415 Water Reducing and Retarding Admixture (Types B & D) A For aatwork applloatjOhC Plastiment acts as ;I finiehing aid, workability is improved. bleeding is controlled and a superior surface finish is Obtained. ♦ Lower water cement ratios provide decreased Permeability and increased durability. Combination with othet Admitctures: Plastiment works effectively as a single admixture or In combination with other admixtures In the Stka System, APPLICATIONS Plastiment is recommendedfor use when - h' h uaility concrete with predict- MIXING Add Plast ment at the concrete plant. Measure required quantity manually or by automated dispenser. Add Into the sand at the weigh hopper or into this water line at the batch plant. ever lg q able and controlled set times is desired. Use in flatwork end horizontal or vertical O O C CA UTION H slipform placements where a superior surface finish is required D Skin and eye irritant; avoid contact. The DOSAGE S use of NIOSM)MSHA approved respira- ADVANTA0119 A (130 -260 rnUt00 kg) cement are rec- t tor, safety goggles and rubber gloves i weather concreting to offset the accel- o ommendedfor general c Vrs with adequate wntllatl0n. Remove orating effects of high ambient tempera- l requireddosagemaybeincreased .PleaBa c contaminated clothing. tlon concrete worksbility is enhanced c contact your local Slka Representallve Ff wa as s��in with soap and water. In case BENEFITS A In mass concrete pours Plastiment contmistemperature rise and reduces the risk of thermal cracking . a. Initial set times are delayed, allowing time for proper placement and finish- ing without cold joints in hot weather conditions. a Plastlmentincreases concrete density and delivers increased early and unl- mate, COmpresetve and flexural strengths. PACKAGING Plastiment is supplied in 5s gallon (208 liter) drums and bulk delivery. STORAOEANDSHELFddFE Plastiment should be stored at above 30 -F ( -1'C). If frozen. thaw and agitate thoroughly to return to normal state before use Shelf life when stared in dry warehouse conditions between 50•F and 80 - F (10'C- 27•C) is one year minimum. y minutes; oontacte physiolon, Wash cloth- ing before re -use. CLEANUP Contain and colleetwlth absorboM mate - rial. Dispose of in accordance with local, $late and federal regulations. When used in combination with other admixtures, care must be taken to dis- pense each admixture separately Into the mix. Do not mix with dry cement. A97MCERTIFICATION ASTMC- 494 Types 0 and G COLOR Yellow /Green SPECIFICGRAV/T1r)yml 1.18 s 0.6 P H >8 CHLORIDES% <0.1