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Vista Ridge 1R-8 D-SP06030213. , , 'qY2BF~9888~ !}7,."01 2'OOE. , .~ _ PAGE FAX TRANSMITTAL San Saba Construction Services, Inc. 3100 Independer~ce Pkwy. Suite 311-314 Plano, TX 75075 , DATE: MARCH 2, 2006 I CITY OF COPPELL: TO: Larry Davis FROM: Laurie Birdsell FAX: 972-304-3570 FAX: 972-509-6088 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 call. else please PAGE LMC Date: 1-M~r.0$ Client: $all Saba Con.~truGtion Project: Vista Point Coppell, Texa~ Materials: Cement: Flyash: Lattirnore Materials Company 1700 Redbud ~lvd, ,Suite 200 McKinney, Texas ?5069 (972) 22" 4~46 (main) (972) 22 t -8'647 (fox.) w'ww.l~ttim ore rn ~ terial.~.¢om Concrete Mix Design ASTM C450, Type ASTM C~818, Cla~s F ASTM C 33, 1% ¢4~4 Crushed Stone Fine Agg.: Admixtures; ASTM C-$3, Concrete Sand ASTM C 494, Type A or D ASTM C-280 Cubic Yara ~/Weight -__SSD, Mix No. ~l.&'l~ (7 SK ,WR,AIR) Strength ~)~ 28 Days ~/5000 psi Air Cement 658 Ib~ 0 lbs Coarse Aggregate 185~3 lbs Fine Aggregate 1159 Ib~ Wg~,t 265 lbs Admixture Water Reducer 2B 0zs Total Weight 3932 Unit Wel§bt 145.61 pcf W/Cm Ratio 0,40 Fly Ash Replacement 0% Maximum Temperature 95 ° F Slump 2-4 inche~ Entl~ined Air ~-~% Project: Date Field Test Data 'I',A,$, Commerctn! Concrelc Mix No. Avg, S~amp: 5.06 Cone. 7, Day Data Slump Temp., Air% Cyl.l C~L.2 7AV!~, 1 03,/16/05 2 03/[6/05 6,00 3 03116/05 6,50 4 03/16,05 600 5 03/]6/05 6.58 S 0378~05 450 7 03/18/05 4,00 8 03/18/05 4,00 9 03/2205 4.25 l0 03/22/05 4 75 i 1 03'22,'05 4,75 12 03/22/'05 4,50 13 03/25/05 525 :4 03 25'05 ?50 15 03/31/05 500 16 03/31/05 5,00 17 03/31'05 450 ;8 0~I06 05 19 04 06~0~ d,50 20 0~/1 ~05 450 2~ 04:12/05 22 04/]2/05 4 00 23 04/1505 450 24 04/15/05 25 04'I905 525 58 0,$0 4500 4650 58 4.90 4280 4100 59 3,10 4110 4300 56 3.90 44(50 4700 56 4.90 4540 4500 73 3620 3880 77 3640 3770 77 4000 3810 59 4,20 5100 5480 62 4 30 4640 4720 66 3.90 4200 4050 67 4 l0 4070 4140 68 5.20 4990 67 4.50 4570 4670 69 4090 4010 72 -~100 4220 75 4270 4~50 72 3.5o 4620 4340 72 3.50 4770 4970 64 4700 4680 65 4870 5180 6(5 4820 4740 70 300 5570 5560 73 4.90 4940 75 5.00 4310 4410 1915, , I Basis~l'o~_Selection 03/01/06 &CI 318. Section 5.,3.2.1 (~.-1) ~000 p~i 5tnndarl~ Dc'v~rton: 424 p~ ~)~ Co~plsess~eStren~glh_D~.ta, 28 Day 28 Day Cyl.1 Cyl.~ SetAvg Ars,/3 aans~ 5t.~,av. R~n.Av~ 4~$0 6210 6080 6150 130 6150 4190 5750 5240 5500 510 46,3 5830 4210 5650 5720 5690 5780 70 334 5780 4580 5~00 5960 2880 5690 160 27'7 5810 4520 5750 5790 5770 5780 40 241 5800 37~0 5170 ql$0 5150 5600 50 341 5690 3710 5030 5070 5050 5320 40 39,t 5600 3910 5030 5060 5050 5080 30 413 5530 5290 5480 6090 62~0 5460 390 462 5610 4680 6080 6120 6100 5810 q0 462 S660 4130 5090 5150 5120 5840 60 46~ 5610 4110 5250 5160 5210 5480 90 461 5588 5000 5540 6130 5840 5390 590 44'7 5~on 4620 5860 5740 5800 5620 120 43~ 5610 4050 5170 6720 5950 ~860 1550 42,5 5640 4160 5330 5050 5210 5650 250 425 5610 4210 5330 5200 5270 5480 ]30 42!} 539~ 4480 5~50 5690 5650 >350 dO 401 5590 4870 5830 6090 5960 5630 260 40~ 5610 4690 5210 5440 5330 5650 230 40O 5600 5030 5530 >900 5720 5670 370 390 56!0 4780 5690 5630 5660 5570 60 381 5610 5578 6310 6600 6460 5950 290 41~ 5640 5200 6820 5870 5850 5~90 50 405 5650 4460 3110 5260 5190 5830 150 40~ 5630 Date ~ampled: Lattimore Materials Company 1700 Redbud BJvd, 5;utie 200 McKinney, Tex-'~s 7'5069 972~221-464.6 (main) 972-221-9647 (fax) www_lattimoremateriafs.com Gradation Analysis for #57 Coarse Aggregate ] ASTM C29, C33, C117, C127 & D75 , 1-Dec-20n5 Sample: .., 1" x ~ Date ran: 5-Dec-2005 Source: Bridgeport Total dry wt: 45,52 lbs. Location: Load Out 1-1~" 1,500 O 0.0% 100.0% 100% I" 1.0~0 ~.46 3,2% 98.8% 95% to ~00% 314" 0,750 8.62 18,9% 81,1% 1/2" 0,500 21.58 47.4% ~2.6% 25% tO 60% 318" 0.375 35.12 77.2% 22.S% ~ 0.~'8~" ~2:S~ 93.5% 6.5% 0% tO 10% ~ 0.094 44.46 91.7% 2.3% 0% [o 5% 100% 90% 80% 70% 60% 5O% 4O% 3O% 20% 10% O% 0 010 0.!00 Sieve Size (in.) ~I-- % Passln§ 1.000 10 000 Absorbtion: 0.80% Decant: 0.31% Specific Gravity: 2.68 Dry Loose Unit Wt: 93.73 Dry Rodded Unit Wt; 102,65 lb/fi'1 ~~ Iblft~ L.A, Abraison: 29 1'3:~,5 'q 72~,~VqL-:8:::::: PaGE U R ,.," R ,q [,MC I I Date Sampled: '2-Dec.2005 Lattimore Materials Company 1700 Redbud Bird. Sutie 200 McKinney. Texas 750~9 972-221-464(~ (main) 972-22.1-9647 (fax) www. lattimorerq~terials.com Gradation Analysis for Fine A~gregates "'~ ASTM C29, C33, Ct17, C128 & D75 I' Sample: Spec Date ran: 6-Dec-2005 Source: Denton Total dry wt: 592.6 grams Location: Current 3/8" 0.375 0.0 0.0% 100.0% 100% 0% 114" 0.250 5.5 0.9% 99.1% ~ 0.188 22.8 3.8% ~ 96.2% 95% to 100% 0% te 5% ~8 0.094 95.5 16.1% 83.9% 80% to 100F= 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 4Z5% 57.5% 25% to 6~% 35% to 75% ~0 0.017 ~94.3 6G.S% 33.5% ~50 0.012 ~9.6 75.9% 24.1% 5% t~ 30% 65% to 90% ~80 0.00~ 500.4 84.4% 15.6% ~100 0.006 543.7 91.7% 8.3% 0% to 10% 9O% to 100% _ ~200 0.003 581.3 98.1% 1.9% 0% to 3% 97% to 100 PAN ~ Fineness Mod.: 2.57 Sand Eq.: _.. 87.5 Specific Gravity: 2.65 Dry Loose Unit Wt: 100.23 Dry Rodded Unit Wt: t11.06 Absorbtion: 0.88% $ika ~ AEA-15 Air £fltraiflin~ AdmiXture A PPLtCA TION$ ADVANTAGES DOSAGE >B !'t7 81 .m:;, i'a:~R 'a7~n'q:-:n:::[: PAGE Plastocrete® 161 Water Reducing Rrlm~x~r~ (Type A) 1199 OOSAG£ As'rill CERTIFICATION ASTM 0-4¢4 Typ~ A Plastiment Water Reducing and Retard#ng Admi~lure ('/'.)'pas B & D) PACKAGING FIRST AlP /~ S TM CERTIFICATION COLOR