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Copperstone-LR 951127
02/13/1994 01:45 214-221-8182 LATTIMORE MATERIALS PAGE LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (214) 569-4646 (214)-221-4646 Client: Project: Materials: J. F. Clack City of Coppell - Parkway Blvd. Date 27-Nov-95 Cement: Flyesh: Coarse Agg.: Fine Agg.: Admixtures: Type 1, ASTM C-150, Texas-LeHigh Cement ASTM C-618, Class C, Hblnem ASTM C-33,1"- ~ Laffimore Crushed Stone ASTM C-33, Lattimom Concrete Sand ASTM C-494, Sika ASTM C-260, Sika __1 Cubi(~ Ye~ By Weight - SSD Class A IS C S Mix No, 38 34 42 44 Strength ~ 28 Days 3000 2000 3600 4000 Air Air Air Air Cement, lbs 470 376 564 611 Fly Ash, lbs 0 0 0 0 C. Agg,, lbs t850 1850 1850 1850 Sand, lbs 1437 1525 1332 1306 Water, lbs 227 223 237 232 W/R, oz 18.8 15.0 22.6 24.4 AEA, oz 3.1 2.4 3.7 ~ Total Weight 3984 3974 3983 3999 Unit Wt, #/CF 147.56 147.19 147'.52 148.11 WlC Ratio, # 0.48 0.59 0,42 0,38 Fly Ash, % 0 0 0 0 Maximum Tamp, deg. 95 95 95 85 Max. Slump, inches 4 4 4 4- Air, % entrained 6 +/- 1.5 6 +/- 1.5 6 +/- 1.5 6 +/- 1.5 * Admixture dosage subject to adjustment as needed (ASTM C-94, Note 7) ** Air content per recx)mmendations of ASTM C-94.7 (Table 3) Lattimore Ready Mix guarantees the above mix design will achieve the specified strength when tested and evaluated in a~cordance with ASTM C-172, C-31, C-39 and C-94 and when the recommended procedures fol' placement and curing outlined in ACl 3051306 are followed. UX/IJ/I~ Ul:.4b -- 214-221-8182 LATTIMORE MATERIALS PAGE 03 EST TI=XAS'LEHIGH CEMEHT COMPANY REPDRT P,O. Box 6tO Dude, Texas 78610 (512)477.2607 Consignee Date Shipped Plant ~ . Dude Cement Type ! Ouantity Silo/Bin No. Car/Truck No. PHYSICAL DATA CHEMICAL DATA Specific Surlace Wag,,e, ! 980 (131ainel sq. cm./gm, 3580 -325 Mesh % 92 ~m~es/ive Strength ASTM C109 Mortar Cubes I day 2 t O0 3 days 3530 Time Of Selling lnJlial ~: 50 Finel NfO Retefltlon False Set Ak' En~alnmen! Per cent by volume 4:05 psi psi psi psi Hrs. Min. 91,7 10.6 O. O1 oer ceo{ Chemical Composition Sill:o~ Dioxide ISi02) Aluminum Dioxide {AI203) Ferrk: Oxide (Fe2031 Calelum O~tde (CAD) Magnesium Oxide IMgOI Sulfm Trioxide (SO3! Loss on Ignition Insoluble residue Free Lime Tricalcium Silicate (C351 Tricllcium Alumin~te (C3AI Alkell Total AS HA20 Per Celt! 20.6 6.0 65.0 1.4 3..1L WE HEREBY CERTIFY THAT THiS CEMENT COMPLIES WITH CURRENT A.S.T.M. AND FEDERAL SPECIFICATIONS. THE ABOVE DATA REPRESENTS TttE AVERAGE Dr Tile $1LQ Off BiN FROM WHICH THiS CI~P, qENT WAS SHIPPEO. TEXAS-LEHIGH CEMENT COMPANY Chief Chemis! U2/i3/i~4 61:45-- 2i4-22i-8182 LATTIMORE MATERIALS Plastocmte 161 Polymer-type, water-reclu~=lng, .lrenglh-produclng eclmlxlure. Technical Data PAGE 84 C)ei~'lpl~n: Plastocrete 161 Is a polyrne~-type admixture. II la a non-air-entraining, water-reducing, strength-producing liquid and conforms to ASTM C-494 Type A (water-reducing admixture). Contains no calclum chloride. Admixture Is supplied ready for use with all ready-mix and mass concrete wl~ere increased strengths and other advantages are desired. Advanlagee: Propertle~: · Normal-set admix -- Plastocrete 161 Is el~olutely normal-setting.,. in the full sense of ASTM C-494. Normal dosage provldes concrete with setting-time requirements of a normal-selling admixture. · Rapid strength gain -- It produces substantially higher strengths at early stages. · Cement savings ~ Up to 20~ strength increase with equal cement contenl; or saves ~/~ to 1 sack of cement/cu yd for equal strength. · Water reduction -- Plastocrete 161 conforms to ASTM C-494 '~pe A waler-re¢luci~g clmmical admlxlure. ~ Increases workability ~ Facilitates placement; Iow-slump Concrete moves and consolidates easier, finishes better. · Free of calcium cl~toride ~ Chloride-free, may be used with all types of cement in alt concrete. · Ready-lo-use liquid -- No pre-mixing with water; may be added !o mix manually or v~ith eulomaled dispensing equipment. Plaslocrete 16! ts a non-toxic, non-flammable, dark-brown liquid,-It does not e~drain air. Where air-entraining is required, add Sika AER, alr-enirai~ir~g agent, to the mix separately. Do not premix Sika AER wilh Plaslocrete. ',~uper~ed# 041 214-221-8182 LATTIMORE MATERIALS PAGE 05 Slkamix 104 Sika AER Air-entraining admixture for concrete Technical Data Deam4pllon: Where lO use: Sikamix 104, Sika AER, is a dark-brown liquid air-entraining agent. It is a concentrated solution of neutralized Vinsol resin. Meals lite following ~peclllcallons: ASTM-C-260 Corps of Engineers CRD..C-13 Bureau of Public Roads Bureau of Reclamation Use Sika AER as an admixture to Increase conrete's frost resistance Advantages: -- pavements -- slabs -- exposed architectural concrete. It also helps increase workability of lean mixes and lightweight mixes. * Sika AER increases resistance of concrete to frost damage and scaling. · tt increases workability of harsh mixes. ' e It improves surface appearance of architectural concrete. When greatest possible structural quality is required, use approved normal-setting water-reducing admixtures, accelerating water-reducing admixtures, and relarding water-reducing admixtures. Peck;aging: Bulk, tank cars or trucks, 55-gallon drums. Shell life: Sika AER freezes at 30E If frozen, discard. How lo use: Proportions: Use '/~ lo 1~ fl oz/sack of cement to entrain 4% to 6% air. You may obtain higher air content by increasing proportions of AER. Air conlent of mix should be checked with air meter and proportion of Sika AER should be adjusted as needed. Trial mix proportions for Sika AER: · mixes with approved admixtures Plastlment or Plastocrete -- t~ fl oz/sack of cement · plain mix -- ~A ft oz/sack · lightweight mix -- 1~ fl oz/sack For graphs from the Bureau of Reclamation, see next page. Measure required quantity per batch manually or with automatic " dispenser. Add Slka AER to mixing water or sand, not to cement. Reduce water content, as well as proportion of sand, by the volume of entrained air to take full advantage of Sika AER and minimize stength decrease in medium-rich mixes. Factors affecting air content Include: 'lype and brand of cement; type, gradation, end proportion of sand and aggregate; time end manner of mixing; consistency and temperature of the_ concrete, Llmllatlons: ' Oo not premix Sika AER wilh other liquid admixtures. Add Sika AER to mix water, add other admixtures to the sand. Be sure each liquid admixture is added separately from separate dispensers. 82/13/1894 81:45 214-221-8182 TECHNOLOGIlS INC LATTIMORE MATERIALS PAGE 86 IEL rlO:Z],,: ) l~:91 CUENT: HeKinney, TX 1S069 PROJECT: ~lecell&neous TeeclnS REPORT'OF PARADISE IL&ND Dalles. ' REPORT OF TESTS Sieve Aflelyeis at Fine emi Coar.e AggreSscee - ASTM C-136 H~Ceciels Finer Than ~200 g~eve La Mineral Assresate, by VHhin~-AST~ C-II7 &ST~ c-33 Size PeesI.~ Percent ~assInS 3/8" lO0 100 fB 80 80 · #50 2~ tO - 30 fl~ ; z · lO ~200 (de~anc) 1.1 . ....... Unit ~et~ht a~d Voide in A~re~ete - ASTI( C-2O Dry Rodded Unit Uet&h~ - 109 pounds per cubic foot 02/13/i994 01:45 214-221-8182 LATTIHORE HATERIALS PAGE 87 - TlCHNOLOOIES IHt M.xtm Tech.. $0uthwJ"tem I. Ibt 2s75 L~ne 8tar [~. · P,O. Box 224227 DilIIm. TN. 712~2 Tilephmle~ (~14) ~I-T~O REPORT OF TX! 1" BRIDGEPORT AGGREGATE CUEHT: LaCciwoce Ready Nix, Post O££ice ~ox McKinney, TX 75069 PROJECT: AEgregate Laboratory Testing TX! l" BridEeporC Aggregate 2768506 28723 OAI'EOF~Eg~GE: 8/0&/95 AU'I'H~IZA~ON: nEPOnTDATE: 8/08/95 SERVICES: P;epare and perEorm tests on uateria! delivered co Haxim Technolosies0 Inc. REPORT OF TESTS Sieve Analysis o~ Fine and Coarse A~=egates - ASTH C-136 Material Finer Than ~200 Sieve in Hlneral AgsresaCes by VssHLnB-ASTH C-117 ASTN C-33 Size ~57 Sieve Perceut Specifications Size Passin~ Percent Pas$lnB 1 1/2" 100 lO0 1" 100 g5 - 100 1/2" 39 2~ - 60 ~4 1 o - lO ~s I o - $ ~200 0.6 ........ ~, :/, Report OE Tests Continued On PaBs 2 '~ 01:45 - 214-22i-8182 LATTIMORE MATERIALS PAGE 88 LacCtmore Ready Mix, Inc. CUENTNO. 2768306 OATEOF~ER~CE: 8/04/95 REPORT NO. PA~ 2 28723 REPORT OF TESTS Specl£tc Cravicy and Abso~pcion of Coarss A&&re~ace - ASTH C-127 Absorption ~ 1.2% * Sulk Specific Gravity (saturated surface-dry basis) - 2.66 * · Revised 8-10-95 ~o show correct resuI~s Resistance co Desrad&tion of Small-Size Coarse A~s£e&a~e by Abrasion and Impact in the Los Anseles Machine ASTH C~131 Percent Loss - 30 UniC Vef6ht and Voids in A6&ra~aCe - ASTM C-29 Dry Rodded Unic Weight - 97 pounds per cubic fooc Technician: Max ltichvine ~eport Di~tdbutlon: _ ~2) Lattt~ore ~eedy Nix, Inc. MAXIM TECH. eSOUTHW RN LA~$ " r. King Cook, l~.Z. 1099 MOR 02/13/1994 01:~S 214-221-8182 LATTI~ORE ~ATERIALS PAGE 0B CONTRACTOR: MIX NO.: PROJECT: LATTIMORE MATERIALS COMPANY P.O. BOX 556 Mc=KINNEY, TEXAS 75070-0556 (214) 569-4646 (214)-221-4646 ABRAMS CONSTRUCTION 44 LABORATORY: HOME DEPOT LEWlSVlLLE, TEXAS Date Slump_ Air Temp,, 7 Day .... T' "'~§:JLil:O'5 ...... 5:0'0' ............. Y8 .... 4630 2 10-Jul-95 5.00 78 4590 3 10-Jul-95 5.00 78 4160 4 10-Jul,95 5.00 80 4410 5 10,,Jul-95 5.00 88 4020 6 t1-Jul-95 5.00 78 4390 7 11-Jul-95 5.00 78 4520 8 11-Jul-95 5.00 81 4190 9 11-Jul-§5 5,00 84 4180 10 12-Jul-95 6.00 4.8 78 4350 11 t2-Jul-95 6.00 4.9 78 4470 12 t2-Jul-95 8.00 4,6 79 3810 13 12-Jul-95 5.30 4,8 79 3610 14 12-Ju1-95 600 5.0 80 4710 15 12-Jul-95 6.00 4.7 79 4270 16 12-Jul-95 6.00 49 79 4390 17 12-Jul-95 6.00 4,6 83 4210 18 t3-Jul-95 5.50 4,5 80 4040 t9 13-Jul-95 5,00 4.8 80 4700 20 13-Ju1-95 5.00 4,5 80 4380 21 13,.Jul-95 5.00 4,7 4630 22 14-Jul-95 5,50 4.5 78 4140 23 14-Jul-95 5,50 4.5 80 4570 24 14-Jul,g5 5.00 4.6 80 4390 25 14-Ju1-05 5.50 4.6 81 4230 26 14-Jul-95 5.50 4.5 8t 4340 27 14-Jul.95 5,50 4.7 80 4330 28 14-Jul-95 5,50 4.6 82 4450 29 14-Jul-95 5.00 4,7 83 4430 30 14-Jul-95 5, 50 4.5 83 4230 31 14-Jul-95 5.50 4.5 85 3910 32 14-Jul-95 5,50 4.5 89 4660 33 14-Ju1-95 5.50 4,5 90 4280 34 17-Jul-95 5.50 4,6 79 5110 35 17-Jul-95 5.50 4.6 79 4560 36 t7-Jul,95 SOO 4.5 81 4010 37 17-Jul-95 5.00 4.5 81 3470 38 17-Jul-95 5.80 4,5 84 4900 39 17-Jul-95 5.00 4,8 84 4400 40 17-Jul-95 5.00 '4.5 88 3830 41 17-Jul-95 5,O0 4.7 88 3940 42 17-Jul-95 5,50 4.5 go 4150 43 17-Jul-95 5, 50 4.6 90 4070 44 17-Jul-95 5.00 4.5 91 4260 45 17--Jul-95 5.50 4,5 92 4840 46 17-JuPg5 5.00 4, 5 90 4480 47 17-Jul-95 5.00 4,5 91 4510 48 19-Jul-95 5.00 4.5 84 4600 49 19.,JuP95 5.50 4.5 84 4370 50 19-Jul-95 5,00 4.5 84 4730 51 l~-Jul-g5 5.00 45 84 4850 52 19-Jul-95 5,00 4.5 88 4690 53 19,.JuP95 :., 5:50 4.7 89 4500 54 19--Jul-98 5.50 4.5 88 3850 55 20-Jul-95 5.50 4.5 83 4060 ATEC ASSOCIATES, INC, DESIGN STRENGTH: 4000 7 Day,, Avg,, 2a Day 28Day "~30 5790 5650 4590 5390 5370 4160 5140 5480 4410 524O 5210 4020 5050 5250 4390 5220 5t70 452O 4560. 5010 4190 5420 5440 4180 5210 5110 4350 5120 5180 447O 5610 5260 3810 484O 453O 3610 4510 4490 4710 5510 5390 4270 5170 5090 4390 5140 5150 4210 5300 534O 4040 4800 4980 4750 5610 5470 4380 5050 537O 4630 5530 5200 4140 5270 5050 4570 5260 5010 4390 5240 5080 4230 5060 5t90 4340 5170 5420 4330 5350 5350 4450 5290 5440 4430 4520 5130 4230 5130 5040 3910 5050 5t80 4660 5120 5310 4280 5410 5420 5110 5730 5630 4560 5360 6820 4010 4690 4800 3470 5190 5150 4900 5510 5320 4400 5480 5280 3830 4560 4620 3940 4410 459O 4150 5250 $000 4010 4830 5010 4260 5020 5170 484O 5600 5370 4480 548O 8740 4510 5560 5170 4500 5340 5360 4370 5300 5150 4730 5780 5810 4650 5880 58t0 4690 5440 5420 4500 5380 5430 3550 5370 5470 40~0 5330 5200 7-28 Avg. ~_.Avg.13 Range Gain 5720 ........ 140 5380 20 1.17 5310 5470 340 1.28 5225 5305 30 1.18 5150 5228 200 1.28 5195 5190 50 t,18 4985 5110 50 1.10 5430 5203 20 1,30 5160 5192 100 1,23 5150 5247 60 1,18 5435 5248 350 1.22 4685 5090 310 1.23 4500 4873 20 1.25 5450 4878 120 1,16 5130 5027 80 1.20 5145 5242 10 1,17 5320 5198 40 1,26 4890 5118 180 1.21 5540 5250 140 1.18 5210 5213 320 1,t9 5385 5372 330 1.16 5160 5245 220 1.25 5135 S220 250 1.12 5160 5152 160 1,18 5125 5140 130 1,21 5295 6193 250 1.22 5350 5257 0 1.24 5385 5337 150 1,21 4825 5180 810 1.09 5085 5092 90 1.20 5115 5008 130 1.31 5215 5138 190 1.t2 5415 5248 10 1.27 5680 5437 100 1.11 8590 5562 460 1,23 4745 '5338 110 1.18 5170 5168 40 1.49 5415 5110 190 1.11 5370 5318 220 1.22 4590 5125 60 1.20 4500 4820 180 1.14 5128 4738 250 1.23 4920 4848 180 1.21 5095 5047 150 1.20 5485 5167 230 1.13 5610 5397 260 1.26 5365 5487 390 1,19 5350 5442 20 1.19 5225 5313 t80 1.20 5705 5457 30 1.23 5845 5622 70 1.26 5430 5690 20 1.16 5405 556O 80 1,20 5420 5418 100 1.53 5265 5363 130 1.30 o LATTIMORE MATERIALS PAGE 10 LATTIMORE MATERIALS COMPANY P,O, BOX 556 McKINNEY, TEXAS 75070-0556 (214) 569-4646 CONTRACTOR: ABRAM6 CONSTRUCTION MIX NO.: 44 PROJECT: HOME DEPOT LEWISVlLLE, TEXAS (214~221.4646 LABORATORY: ATEC ASSOCIATES, INC. DESIGN 8TRENOTH: 4000 Date Slump Air Tamp 7 Day 7 Day AVl. 28 Day 28 Day Avg ..... AvgJ3 Range ~'_!n ..... ~{)-~-J[il:§5-- 5100 ..... ;[5 85 4300 ' 4300 5400 ~b 5320 5185 160 .... ~'.'~1- 58 20-Jul-95 5.00 4.5 87 4620 59 20-Jul-95 5.00 4.5 86 4530 60 20-Ju1~95 5.50 4.5 89 4500 61 21-Jul-95 550 4.6 81 4570 62 21-Ju1-05 550 4.5 4590 63 21-Ju1-95 5.50 4,5 86 4370 64 21-Jul-95 5.50 4.5 86 4590 65 21-Jul-95 5.50 4.5 86 4630 66 25-Jul-95 5.50 4,5 85 4410 67 25-Jul-96 5.50 4.5 85 4240 68 25-Jul-95 5.50 4,5 85 4300 69 25-JuP95 5.00 4.5 86 4500 70 25-Jut-95 5, 50 4.5 88 4190 71 25-Jul-95 5.00 4.5 87 4420 72 25-Jul-95 5.50 4, 5 87 4220 73 25-JuP95 5.50 4.5 88 4160 74 25-Jul-95 5,00 4.5 89 4200 75 26-Jul-95 5.00 4.5 84 3980 76 26-Jul-95 5.00 4,5 84 4120 77 26-Jul-95 5.50 4.5 84 3970 76 26-Jul-95 5,50 4.5 84 4270 70 26-Jul-95 5.50 4.5 64 3800 60 26-Jul-95 5,50 4.5 64 4250 8t 26-Jul-95 5.50 4.5 86 4070 82 26-Ju1-05 5.50 4.5 86 3740 83 27-Jul-95 5,50 4.5 87 4330 84 27-Jul-95 5.50 4,5 87 4320 85 27-Ju1-05 5.50 4, 5 88 4040 86 27-Jut-95 5,50 4 5 88 4020 87 27-Ju1-05 5.50 4.5 89 4100 88 27-Ju1~95 5.50 4.5 88 4220 89 27-Jul-95 5.50 4.5 88 4140 90 27-Jul-95 5.50 4,5 90 3930 91 27-Ju1-95 5.75 4.5 90 3710 92 27-Jul-95 5.00 4.5 92 3610 93 27-Jul-95 5.00 4,5 3530 94 14-Aug-95 5.50 4.5 82 4400 95 14-Aug-95 5,50 4.5 82 4990 96 14-Aug-95 5.75 4.5 62 4220 97 14-Aug-95 5.50 4.5 83 4640 98 14-Aug.95 5.75 4.5 84 4350 99 14-Aug-95 5.50 4.5 84 4470 100 t6-Au9.95 5.50 84 3980 101 16-Aug-95 5.50 88 4190 102 17-Aug-95 5.00 4.5 3960 103 18-Aug-95 5.50 4,5 89 3730 104 18-Aug-95 5.50 4,5 89 3620 t05 07-$®p-95 6.25 4,0 80 5290 106 07-~ep-95 5.50 4.5 80 5760 107 07-Sep-95 5.00 81 4710 108 07.$ep.95: 5.75 81 4810 109 07-$ep-95., 5~00 4.7 82 4800 11o 07-$ep.95 5,50 86 4880 111 07-..~ep-95 5.50 87 461o 112 07-$ep-95 5.25 4.5 88 4430 4620 5500 5550 5525 5272 50 1.20 4530 5680 5480 5580 5475 200 1.23 4500 5550 5520 5535 5547 30 1,23 4570 5410 4970 5190 5435 440 1.14 4590 5110 5470 6290 5338 360 1.t6 4370 5180 5050 5t16 5t98 130 1.17 4590 5360 5690 5535 5313 310 1.21 4630 5550 5530 6540 5397 20 1,20 44t0 6540 5360 5450 5508 160 1.24 4240 5730 4960 5346 5445 770 1,26 4300 5470 5310 5390 5395 160 1.25 4500 5510 5380 5445 5393 130 1.21 4190 5330 6490 5410 5415 160 1,29 4420 5070 5500 5285 5380 430 1.20 4220 4980 4850 4915 5203 130 1.16 4150 5300 5230 5265 5155 70 1,27 4200 5080 6130 5105 5096 50 1,22 3080 6460 4810 5130 6t67 640 1.29 4120 5180 4030 5055 5097 250 1.23 3970 4960 5150 5055 5080 190 1.27 4270 5070 4880 4975 5028 190 1.17 3800 4890 4930 4910 4980 40 1,29 4250 5020 6070 5045 4977 50 1.19 4070 4840 4880 4860 4938 40 1.19 3740 4590 4750 4670 4858 t60 1.25 4330 5330 5470 5400 4977 140 1.25 4320 5230 5460 5345 5138 230 1.24 4040 4650 4920 4786 6177 270 1.18 4020 4790 5110 4950 5027 320 1.23 4100 6t80 5280 5230 4968 100 1.28 4220 5120 5060 5090 5090 60 1,21 4140 4960 4880 4920 5060 80 t.19 3930 4880 4990 4935 4982 110 1.26 3710 4750 4370 4560 4805 380 1.23 3610 4510 4720 4615 '4703 210 1.28 3530 4630 4670 4650 4608 40 1,32 4400 5320 5130 5225 4830 190 1.19 4990 5510 5290 5400 5092 220 1.08 4220 5370 5290 5330 5318 80 1.26 4640 4970 5080 5025 5252 110 1.08 4350 5290 5290 5290 5215 0 1.22 4470 5350 6400 5375 5230 50 1.20 3980 4980 5270 5125 5263 290 1.29 4190 50~0 4960 5010 6170 100 t.20 3960 4720 4820 4770 4968 100 1.20 3730 4280 4540 4410 4730 260 1.18 3620 4710 4860 4680 4620 60 1,29 5290 6460 6150 6308 5132 310 1,19 5700 64t0 6400 6450 5612 80 1.12 4710 5820 6950 5885 6213 t30 1,25 4810 6100 5850 5975 6103 250 t.24 4800 6000 6150 8075 5978 150 1.27 4680 6150 8010 6060 6043 140 1.25 4610 5470 5440 5455 5870 30 1.18 4430 5650 5740 5695 5743 90 1.29 214-221-8182 LATTIMORE MATERIALS PAGE 11 CONTRACTOR: MIX NO.: PROJECT: LATTIMORE MATERIALS COMPANY P.O. BOX 556 McKINNEY, TEXAS 75070-0556 (214) 569-4646 (214)-221-4846 ABRAMS CONSTRUCTION 44 LABORATORY: HOME DEPOT LEWISVlLLE, TEXAS ATEC ASSOCIATES, INC, DF_.~IGN 8TRENGTH: 4000 Date 8lump 114 08-Sep-95 5.25 115 08-Sep-95 5.00 116 08-Sep-95 5.00 117 08-Sap-g5 5.50 118 08-Ser)-95 5.00 119 08-Sep-95 5.50 t20 08-S$p-05 5.25 121 12-Sep-95 5.50 122 12-$ep-95 5.00 123 12-Sep~95 5.50 124 12-Sep-95 5.50 125 20-Sep-95 3.50 Air Temp.7 Day ? Day AYE, 4.~ ....~2 4070 4070 72 4430 4430 4.8 73 3850 3850 76 5380 5360 76 4850 4850 80 5150 5150 81 4220 4220 84 4170 4170 4,5 79 5010 5010 4.8 79 5260 5260 5.0 82 5140 5140 4.7 82 5310 5310 73 5560 5560 28 Day 28Day Avg .... Avg.13 Range Gain '-4'§~-- 5120 'Sb~b 5;0'0 140 1.24 5320 5020 5170 5305 300 t.17 6150 6380 6260 5493 200 1,63 5780 8o60 5920 5783 280 1.10 5980 5160 5870 6017 220 1.21 5090 6070 6030 5040 80 1.t7 5320 5370 5345 5748 50 1.27 4030 5220 5075 5483 290 1,22 5760 6230 5995 5472 470 1.20 6510 6400 6455 5842 110 1.23 8230 6180 6205 6218 50 1.21 6020 6220 6120 6260 200 1,15 6280 6130 6205 6177 150 1.12 5.34 4.6 84 STD, DEV. ACl 318-5,3,1,2 REQUIREMENTS; (5.1) fcr= fc + 1.348 (5.2) f'or = f'o + 2.338 - 500 4365 5~01 415 4556 4467 173 1,22 02/13/1994 01: 45 214-221-8182 LATTINORE M~TERIALS PAGE 12 CONTRACTOR: MW NO.: PROJECT: Date ' t ...... :2 06-Jul.95 3 07-Jul-95 4 10-Jul-95 5 11-Jul-g5 6 12-Ju~-95 7 13-Jul-95 8 14-Jul-95 9 17-Ju1-95 10 18.JUN95 11 20-Jui-95 12 21-Jul-95 13 24-Jul-95 14 25-Ju1-95 15 26-Jul-95 16 10-Aug-95 17 t4.Aug-95 18 16-Aug.95 19 17-Aug-95 20 18-Aug-95 21 22.Aug-95 22 23-Aug*95 23 24-Aug-95 24 25-Aug-95 25 28-Aug-95 26 30.Aug.95 27 31-Aug-95 28 01-$e)-95 29 O5-$e )-95 30 07-Se )-95 31 11.Se ~-95 32 14-Se 33 18-$e =-95 34 20-Se >95 35 22-$e>95 3~ 26.$e ~-95 37 28-$e>95 38 03-Oct-95 39 04-Oct-95 40 o5-o¢t-95 41 09-Oct-05 42 10-Oct-95 43 11-Oct-95 44 12-Oct-95 LATTIMORE MATERIALS COMPANY J-N Con~truclion 42 Oaktree0 Pha~e Four, Dallas, Texas P.O. BOX 556 McKINNEY, TEXAS 7,5070-0556 (214) 569-4646 (214)-221-4646 LABORATORY: DESIGN STRENGTH: Hooper Engineering 36O0 ~}lump Air Temp ,,.~ _Day. 7 Day -~.~b 94 34i0 3480 5.00 97 3760 3830 500 3.8 95 4100 4220 5,00 94 3680 3360 5.25 96 3210 3240 5.00 3,7 97 3670 3820 5.00 96 3920 4170 5.00 97 4230 4270 500 94 3180 3430 5.00 92 4180 5.25 gO 4250 5.25 93 3680 5.00 93 3430 5.00 93 3390 5,00 95 3340 5,00 93 2800 3000 4.00 5,8 99 3030 3050 4.00 3.5 95 3960 4060 4.00 94 3090 3070 5.25 3.7 95 3610 4.25 4.5 97 3630 3630 1,50 3.0 101 3410 3440 2.75 3.0 97 3710 3780 5.00 3.8 94 32OO 4.50 5.5 98 3560 3480 3.50 4.8 100 3530 3390 4.00 5.0 100 3660 3630 4,00 4.9 100 3550 3690 4,75 3.7 95 3290 3410 5.25 88 3570 3750 5.75 2,7 88 2610 2560 4.25 3,2 88 3990 3910 4,00 4.8 90 4930 5150 2.50 3,2 86 4220 4190 4.50 4.2 80 4000 3970 4.50 81 3870 3570 3.75 3.7 87 3860 4040 5.00 5.7 82 3670 3750 4.50 512 81 3320 3200 2930 3190 3.75 3.7 89 3800 3620 4100 4.0 8~ 3160 3320 3,50 5.2 83 4060 4140 3.00 3.6 90 3500 3530 ?.~ Ava. 28 Day 28 Day Avg. A_vg.G R~n~e Gain 344B"-~-10 4380 4~5 --" 30 ~28 3795 4440 4620 4530 180 1.19 4160 4880 5090 4985 4637 210 1.20 3520 4300 4410 4355 4623 11b 1.24 3225 3940 4110 4025 4455 170 1.25 3645 4600~ 4430 4515 4298 170 1,24 4045 5010 5190 5100 4547 180 1.28 4250 5200 5280 5240 4952 80 1.23 3306 4700 4590 4645 4995 1t0 1,41 4180 5220 5150 5185 4731 70 1.24 4250 5220 5170 5t95 4805 50 1.22 3880 4580 4550 4565 4982 30 1.24 3430 4030 4080 4055 4605 5o 1,18 3390 4200 4180 4190 4270 20 1.24 3340 4460 4440 4450 4232 20 1.33 2900 4290 3980 4135 4258 310 1.43 3040 3830 3830 3830 4138 0 1.26 4010 4700 4740 4720 4228 40 t,18 3080 4070 4130 4100 4217 60 1,33 3610 4380 4280 4320 4380 80 1.20 3630 4210 4280 4245 4222 70 1.17 3425 4410 4320 4365 4310 ~0 1,27 3745 4130 4060 4095 4235 70 1.09 3200 3850 4000 3925 4128 150 1.23 3520 3920 3830 3875 3965 90 1.10 3460 4340 4250 4295 4032 90 1.24 3645 4650 4665 4658 4276 15 1.28 3620 4200 4240 4220 4391 40 1.t7 3350 4180 4450 4305 4394 290 1.29 3660 4420 4700 4560 4362 280 1125 2585 4870 4810 4840 4568 60 1.87 3950 4770 '4750 4760 4720 20 1,21 5040 5910 5980 5945 5182 70 1,18 4205 5t30 5210 5170 5292 80 1.23 3985 5290 5220 5255 ,5~57 70 1,32 3720 4380 4710 4545 4990 330 1,22 3950 4800 4130 4465 4755 670 1.13 3710 4710 4670 4690 4567 40 1.26 3;~0 3870 3680 3775 4310 1gO 1.16 3060 5580 5520 5550 4672 60 1.81 3610 3240 4100 4.52 4.2 93 STD, DEV. ACI 318-5,3.1.2 REQUIREMENTa; 5.1) Per = r~ + 1.34m 5.:~) f'cr ~ rc + 2,33. - 500 4552 436 4188 4117 119 1,27 ......... B2/i3/1BB4 B1:45 - 214-22i-8182 LATTIMORE NATERIALS PAGE CONTRACTOR: MIX NO.: PROJECT: LAT'I' MORE MATERIALS COMPANY P.O. BOX 556 McKINNEy, TEXAS 75070-0556 (214) 569-4646 (214)-221-4648 Ironhorse Construction 38 LABORATORY: K O, Letter Distribution Center DESItiN STRENGTH: ATECAsaociat~ 30OO Date Slump, 2 04-Aug-95 6.00 3 04-Aug-95 6.50 4 04-Aug-95 5.75 5 04-Aug-95 6.00 6 04-Aug-95 575 7 04-Aug-95 5.25 8 04-^ug-95 4,50 9 04-AUg-95 3.50 IO 04-Aug-95 6,00 11 09-Aul;p95 5,00 12 09-Aug-95 5.25 13 09-Aug-95 8.25 14 0g-Aug-95 8.25 15 09-Aug-95 8,25 t6 23-Aug-95 5.00 17 23-^ug-95 5,50 18 23-Aug-95 5,50 19 23-^ug-95 500 20 23-Aug-95 5.00 21 16-88p-95 6,00 22 16-Sep-95 6.00 23 16-$ep-95 6.00 24 16-88p-95 6.50 7~8 Air Tmm~ 7 Day 7 Da._a,y Avg. 28 Day 28 Day Avg. Av~./3 Range Gafn .... ~.~ ........ ~ ........ ~ ................ 2700 '3~"~0 346~ '~515 17o'"'~ 110 1.30 2.4 83 3150 3150 4260 4010 4135 3825 250 1.3t 5.3 87 3220 3220 4030 3850 3940 3863 t80 1.22 4.3 87 3120 3120 3810 3900 3855 3977 90 1.24 4.7 90 2910 2910 3810 3~10 3710 3835 200 1.27 5.O 91 3100 3160 4330 41t0 4220 3928 220 1.34 4.e 93 3350 3350 402~ 4090 4055 3995 70 1.21 4.2 96 3410 34t0 4070 3800 3935 4070 270 1.t5 4.8 98 3190 3190 3980 3960 3970 3987 20 1,24 97 3480 3480 4430 4410 4420 4108 20 1,27 5.9 88 2850 2850 3660 3590 3625 4005 70 1,27 6.4 84 2680 2680 3710 3720 3715 3920 10 1.39 4.4 88 3390 3390 3910 3900 3905 3748 10 1.15 5.5 85 2820 2820 4280 3890 4085 3902 390 1,45 5.5 85 2820 2820 3530 3610 3570 3853 80 1.27 S,5 84 3170 3170 3820 4160 3990 3882 340 1.26 5.5 83 2940 2940 3720 3950 3835 3798 230 1.30 5.8 85 295U 2950 3530 3690 3610 3812 160 1.22 5,3 89 2720 2720 3610 3120 3365 3803 490 1.24 5.0 92 2900 2900 3980 3860 3920 3632 120 1.35 3.5 86 3640 3640 4480 4050 4265 3850 430 1.17 4.5 86 3240 3240 3640 3630 3635 3940 10 1.12 4.0 86 3930 3930 4750 4720 4735 4212 30 1,20 3.5 84 3720 3720 4080 4290 4185 4185 210 1.13 STD, DEV. MOD, DEV 5.53 49 88 3144 ACI 318-5,3.1.2 REQUIREMENTS: (5.1) f'c~ =f'c+ 1.34s (5.2) l'cr = f'c + 2.331 - 500 3925 313 325 3258 167 1.25 ' 82/13/1994 81:45 214-221-8182 LATTIHORE HATERIALS PAGE 14 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: Lattimote Materials Company PROJECT: MLscellaneous Ta$Cing P.O. ~ox 556 HcKinnty, ~exas 75070-0~66 Attention: Hr. Cut,is Lee OA~: October 8, 1993 ~RRE~RT~.: 351-30026~7 ~E~ DATA LOCATI~~OEME~ ConformAtion cyltnde=s, H~x ~ DATE P~OED 10-5-93 ~P~IER La~ti~ore - Plauo T~E 10; 05 am DEU~RY T~ ~,ffRUGK NO. SLUMP, ~N. 3 ~ M]X ~MBER AND PROPOR~ONS HiX 'No. AiR ~NTENT, % ~. 3 CEME~ AIR TEMPERATURE, 'F 67 WATER ~NCR~E TEMPERATURE, *F 7 7 RNE AGGREGATE DATE RECEIVEDIN ~B L0-6-93 ~ARSE AGGREGATE FIELD DATA SUBMI~ED BY C~;t~s ~ee ~MI~RE MIX DATA SUBMI~ED BY C~;E~s ~ee COMPRES~ON TEST RESULT$ OlaERVATIO~ ~ Cy~e~ ~de by PSI m~n~live OATi ~ 371A Lab 3 10-8 56,500 6 0 28.27 2000 ~ B Lab 3 10-8 57,000 6.0 28.27 2020 C Cab 3 i0-8 57,000 6,0 28.27 2020 D Lab 7 10-12 68,000 6.0 28.27 2AO0 ~ Lab 7 10-12 75,000 6.0 28.27 2650 ~ .~a,~e~. F Lab 7 10-12 72,500 6.0 28.27 2560 H Lab 28 ] 11-2 92,500 6.0 28.27 3270 ~PE OF FRACTURE, IF OTHER I Lab 28 ! 11-2 95,000 6.0 28.27 3360 THAN CONE UST ANY NOTED DEFECTS IN G~ClMENS OR CAPS STAN~ARD~ IF OTHER THAN A~M C~9. C14~, Ci~ OR 0231 NO~D UNDER REMARKS, ~c~ .... 28 2500 TYPES OF F~CTURES Res~uily submi~ed, ~ustdes, I~, 12~ A~O "N". Suite 4