Loading...
Vista Ridge 1R-8 D-SP050719 9?2 221 964? 07/1W2005 14:54 g72-221-9647 L~TTIMORE MATERIALS PAGE 0i/08 TRANSMITTAL /'I.9/05 972-304-3570 8 pages total RE: FROM: LMC Date: 19,,.Ju1.05 Client: Magic Inlets / Redman U611~tee Project: Plaza Townhomos Coppell, Texas Cemsnl: ASTM C-180, Type Flyesh! A~TM C-915, Class F Cosine Agg.: ASTM C 33, 1"- f/4 Cm~hed Stone Fine Agg,; ASTM C-33, Concrete Sand Admixtures: ASTM C 494, Type A or D ASTM C-2§0 I Cubic Yard B)I Wel0ht - SSD Mix No, 185t ~;trength ~ 28 Days 4200 Air Cement 611 lbs 0 lbs Cosine Aggregate 1850 lbs Fine Aggregate 1192 lbs Water 267 lbs Admixture Water Reducer 24 S['~ Total Weight 3920 Unit Weight 148,20 pcf WlCm Ratio 0.44 Fly Ash Repla¢ement ~ Maximum Temperature Slump 3-5 inches Entrained Air 3-6% Lattimore Materials Company P,O. Box 556 - McKinnoy. (972) 221-46¢~ - (972) 359-4646 07/1~/2005 14~4 972-22~-96~? LATT~MOR~ M~TER~AL~ P~GE 03/08 ?reject: Daboratory: Field TestData JRJ Paving Lnkelnnd Terrace Lewisville, Texas Hopper Engineering Mix No. 1851 Basis for Selection Data Updated: 07/19/05 AC1 318, Section 5.3.2.1 (5-1) Design Strength re: 4200 poi Mm:lifted Deviation: 417 pzi Data Represents: 2.~2 Tests Required Strength ~'t,: 4759 pzi Avg. Slemp: 4.30 Cone. 7_Day Data # Date Slump Temp Air% Cy!.l ....... 7,Avg~ -i O'~i 8/05 3.00 76 3.50 4900 4900 2 04/21/05 4.50 8I 4.30 4220 4220 3 04/25/05 4,50 66 4.20 4730 4730 4 04/26/05 5.00 75 5.00 4350 4350 5 04/26/05 5,00 76 4.50 3960 3960 6 04/29/05 4.75 70 4.70 4150 4150 7 04/29/05 5.00 68 5.10 3730 3730 8 05/06/05 5.00 68 4~60 3950 3950 9 05/] 2/05 5.00 72 4,60 3950 3950 ]0 05/]6/05 5,00 81 5,00 4090 4090 I I 05/16/05 4.75 83 4.00 3700 3700 12 05/16/05 4 O0 87 4.00 3860 3860 I3 05/i9/05 5.00 72 4,40 3530 3530 14 05/23/05 300 94 4 O0 4150 4150 15 05/'23/05 5.00 91 4,90 3460 3460 [6 05/26/05 5,50 85 4.80 4080 4080 t, 7 05/26/05 4.50 88 4.00 3570 3570 !8 06/06/05 4,75 88 4.00 4250 4250 !9 06/09/05 5.00 91 3.25 3350 3350 20 06/14/05 2.50 90 3.50 4220 4220 21 06114/05 4,00 90 3.25 3690 3690 22 06/14/05 5.50 93 4.20 3670 36?0 Ay8, Air% ~08 Average Stren~h: 4970 2~Dav C~moressive Streneth Data 28 Day 28 Day _._Cyl. I Cyl.2 SetAvg Avg./3 Range Si. Dev. Run. Av~. 5930 6090 6010 160 6010 5400 5030 5220 370 559 5620 5450 5460 5460 5560 10 405 5560 5260 5310 5290 5320 50 358 5500 4610 4910 4760 5170 300 452 5350 5340 5190 5270 5110 150 405 5340 4860 5080 4970 5000 220 395 5280 5210 5340 5280 5280 130 366 5280 5040 5220 5130 5210 180 346 5270 5170 5240 5210 5170 70 326 5260 4760 4640 4700 4960 I20 353 5210 4740 4890 4820 4760 150 355 5180 4200 4360 4280 4550 160 421 5110 4740 4850 4800 4540 tlO 413 5090 5090 4370 4730 4770 720 408 5060 5210 5250 5230 4920 40 396 5070 4590 4590 4590 4850 0 401 S040 4840 4870 4860 4890 30 392 5030 4330 4370 4350 4600 40 412 5000 5200 5380 5290 4830 180 406 5010 4660 4700 4680 4770 40 402 $000 4530 4370 4450 4810 160 410 4970 psi 1851 - Lakelend Terrec, e~xls 1 Date Sampled: Lattimore Materials Company 1700 Redbud Blvd, Sutie 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) wwwJattimorematerials.com Gradation Analysis for #57 Coarse Aggregate ASTM C29, C33, Ct17, C127 & D75 I 30.May-2005 Sample: 1" Date ran: 1-Jun-2005 Source: Bridge, port ... Total dry wt: 57.76 lbs. Location: Load Out Sieve $~e(in) Wt, Ret. %l~t. %Paas ' ~iml~ 1-117 , 1,;500 0 0.0% 100.0% 100% 1" 1.000 2.82 4.9% 95.1% 95% to 100% 314" 0.750 10.58 't'8.3% ....... 8.!,.7%' 112" 0.500 25.68 44.5% 55.5%.,, 25% to 60% 318" 0.375 35.42 61.3% 38.7% #4 0.188 53.24 92.2% 7.8% ..... 0°~o t'c~ '10% #8 0,094 57,20 99.0% 1,0% 0% to5% PAN .... 70% ~o% 30% 20% ..... 10% OOlO O.lOO 1 sieve Size (in.) Absorbtion: Decant: Specific Gravity: Dry Loose Unit Wt: Dry Rodded Unit Wt: 0.72% 0.33% 2.68 92.25 100.77 Iblft~ 87/'19/2005 14;54 972-221-9647 L~TTt~ORE ~ATERIALS PAGE 85/08 I Date Sampled: Lattimore Materials Company 1700 Redbud Bird, Sutie 200 McKinney, Texas 75069 972-221-4646 (main) 972-221-9647 (fax) ww~v.lattimorematerials.com Gradation Analysis for Fine Aggregates i ASTM C29, C33, Clt7, Ct28 & D75 I 30-May-2005 Sam pie: Spec Date ran: 1-Jun-2005 Source: Denton Total dry wt: 744.2 . grams Location: Current % Pa~I~g~'~$TM'.'C33 % Ret'alined TxO:Oi, Sieve $i%e (in)~ Wt, Ret. %~ Ret. % Pass LlmlL~ 421 318" 0.375 0.0 0.0% 100.0% 100% 0% 114" 0.250 5.1 0.7% 99.3% Ifa, 0.188 21.8 2.9% 97.1% ..... 95% tO 100% ......0% to 5% #8 0.094 123.6 16.6% 83.4% 80% tO 100% 0% to 20% #10 0.079 147.1 19.8% 80.2% #16 0.047 21i.1 28.4% 71.6% 50% to 85% 15~"t~)' 50'% #20 0.033 246,9 33.2% 66.8% #30 0.023 298.5 40.'~;/~'''59.9% 25% to 60% 35% to 75% #40 0.017 381.5 51.3% 48.7% - #50 0.012 528.5 71.0% 29.0% 10% to 30% 65% to 90% #80 0.007 684.5 92.0% 8.0% #100 0.006 712.8 95.8% 4.2% 2% to 10% .... 90% to 100% #200 0.003 739.4 99.4% 0.6% 0% to 3% 97% to 100% PAN - Fineness Mod.: 2.55 Sand Eq.: 85.4 Specific Gravity: 2.64 Dry Loose Unit Wt: 98.6 Dry Rodded Unit Wt: 112.01 Iblft3 ~ I b/ft3 Absorbtion: 0.77% 07/19/~005 14~ ~72-2~-~6~? LA¥~IMORE MAYE~I~LS P~GE 06/08 Sika® AEA-15 Air Entraining A dmixture 11/99 DESCRIPTION ADVANTAGES DOSAGE Aclditfon rat~s will Va ~y de pending on the.ir Oosage rates tot $ika AEA-15 will typi- cally tall between 1/4 and 1 fl. OZ. I100 II~s. PACKAGING. liter) drums and bulk delivery. STORAGE AND SHELF LIFE condltlofls between 50*r ~nd BO°F (100C - 27"C) is 1 year minimum. FIRS T AID COLOR Brown SPECIFIC GRAVITY ~/ml t 02 · 0.02 CHLORIDES % < 0,1 87/19/2805 ~4:54 972-221-9647 LATTZ~ORE MATERZALS PAGE 87/08 Plas,tocrete' 161 Water Reducing Admixture (Type A) 11/99 DESCRIPTION of ^$TM C.494 Type A and AASHTO M 194 Type A. APPLICATIONS in all applications where high quality HOW IT WORKS Through this dispersin~ action more of ADVANTAGES BENEFITS durability, Plastoerete 161 works PACKAGING STORAGE AND SHELF.LIFE 35°F (Z°O}, If frozen, [haw and agitate DOSAGE AclclitJon rates of 3 · 6 il, oz./100 lbs, (195 - 390 mlllOO kg) of cement are recom- mended for general concrete applications de~ired MIXINC Plastocrete 161 Is added at the concrete safety goggles and rubber gloves Is fac- FIRS T AID CLEAN UP ASTM CERTIFICATION ASTM C.494 Type A COLOR Brown SPECIFIC GRAVITY g/mi 1.17 · (3.05 pH >8 07/19/2885 14:54 972-22i-9647 LATTIMORE MATERIALS PAGE 08/08 PlaStiment W;~ler Reducing and Retarding Admixlure (Types B & D) DESCRIPTION tional~y edded chlorides. BEN~FITS · Far flelwork applications PlasUment acts es 8 flnisl~ing aid, workability is improved, bleeding is controlled end e PACKAGING Plestiment is supplied in 55 gallon (208 liter) drums and bulk delivery. STORAGE A NO SHELF-LIFE PJestirrle~t should be stored at above DOSAGE Addi{ion rates of 2 - 4 fl. ozJ100 lbs (130.260 mit100 kg) cement ere rec- ommended for general concrete appllca- tlo~ls. Wl~ete extended retardation Is MIXING Add Pla~;~iment st the concrete plem. Me;sure required quent~ty r~enually or CLEAN UP ASTM CERTIFICATION ASTM C-494 Types B end D COLOR YellowtGre~n