The URL can be used to link to this page

Vistas of C P3-CS 99033103%31%99 02:38 FAX l 0 L41 1r; 0111r ZO1 P78. BOX 24442 - FAO ?T WO TEXAS 76124 - TELEPHlO'•'E E l7 -516 -0 S6 - FAY E17- 561 -2365 SEND TO FROM Co an name Atten r r� h Date 3 -30 m F numb ��CO � F wm numbti 93 c u /rw Aaw t pfpwem n<c*niny pus fax e�T�sti -0sss 0 00 Cl U gom Cl Reppy ASAP Pft" e+m wma PL@ row wv For your Ndormwkn or resat pspes, lndudnp cowr —* I -)c �r * Re () 9 COMMENTS .................. ---------------------------- ...... ard ........... Lab- ---- .............. .................................................................................................. ........ ............. ................. . .......... I ........ ... ..... ............... I ........................ ........ . . ) -------- -- .... .... . . ---- ----------- L .......... .................... I ........................ -------- ............................. -- --- - - - - -- --- - - - - -- ----- ------I.----------- ....... --.........---.................. ............------ ......- - -.... ................. ........................... I.- ............. ............................................ I ---------------------------- -------------- I ...... I ....... I .......... ------------------- ---------- - ------ -------------------- --------------------------------- 11-- ....... .................. --------------- ; ........ * .................. -------------- .................... --- ----------------- ............... -------------- ...... o f ------------- I -------- ------------- 11 .................. ............. ---- of Alc -------- -- ------ ----------- - --------------------------- ........... ......... .1, ............................ ------------ ........ ..................... - --------------- .......... I... ..................................................... " ............ .... I ........................................................... - ------------------------- ..................................... I ........................... ............ ......... - ------- I .................... - � (-9 03!31 %99 02:38 FAX LATTIMORE MATERIALS COMPANY P0. BOX 556 WKINNEY, TEXAS 7.907"558 (972) 569 -4645 (972) 221 -4646 Client: GiW Contracting Dab: I"b-99 Protect. Vistas of Coppell Coppsu, Texag Materials; Cement Type 1, ASTM C -160, Texas- LeHlgh Cement F}yash- ASTM 0-618, Class C, Holnam Coarse Agg.: ASTM C -33, 1 - 112"- #4 Lattimore Crushed Stone Fine Agg_: ASTM 0-33, Lattimore Concrete Sand Admixtures: ASTM C -494, PrcMlx ASTM 0-250, ProMix " Admixture dosage subject to adjustment as needed (ASTM C-94, Note 7) •• Air content per recommendations of ASTM 0-94.7 (Table 3) Lattimore Ready Mlx guarantees the above mix design will achieve the specifred"strsngth when tsabd and eva aimed In accordance with ASTM C -172, C - 31, C49 and C-94 and when the recommended procedures for placement and curing outlined In AC1305130f1 are followed. in ae cardance .wNh ASTM C-94, LatUwra Materlais Ccs, requests that 990" of all strength tasb be forwarded to our Quality Control Deparlmeft DS 1002 } 1 Cubic Yard liter Weight - SSD MIX No. 43 W8 21111111110 Strength 0_ 28 Days 900 Cernertt, lts AIr -dim 470 411111 W4�r Fly Ash. the 0 41110 C. A99., ib 1950 low Sand. The 1327 Water, lbs 237 oft WIR, oz 18.8 sow AEA A.1 40t Total Weight 3994 111mr Unit Wt. V(CF 147.58 WIC Ratio. 9 0.50 411PPIP- Fly Ash, % 0 am it OXIMum Ter+np, deg. 95 AOL" Slump, Inches 2.4 air Air, % entrained 3 M11111110 " Admixture dosage subject to adjustment as needed (ASTM C-94, Note 7) •• Air content per recommendations of ASTM 0-94.7 (Table 3) Lattimore Ready Mlx guarantees the above mix design will achieve the specifred"strsngth when tsabd and eva aimed In accordance with ASTM C -172, C - 31, C49 and C-94 and when the recommended procedures for placement and curing outlined In AC1305130f1 are followed. in ae cardance .wNh ASTM C-94, LatUwra Materlais Ccs, requests that 990" of all strength tasb be forwarded to our Quality Control Deparlmeft DS 1002 } 03/31/99 02:38 FAX ATC Associates Inc. 11356 Mathis DWlas, Texas 73229 (972) 556 -2204 PROJECT: L.atlrnore Materials - AggragMS Testing CLIENT: Lattimore Matsrials REMARKS: 1 1/2 Srldgeport Glove Analysis PROJECT INSPECTION REPORT Job No.: 6132$.0038 -8a5 Date k%spscte0: 1145-88 Daft Reported: 11 -9698 S Gravity (ASTM C -1 8BtlJrntnd Surface Dry 2.67 Bak 2.88 Abe 0.60 Unit Wdairt - Dry Rodded (ASTMC - 201 0 ATC REPRESENTATWE: G. Martin R hrlly s b ' fed. 7hW w.paet mwe wm o* ft m.+eANS %mwd =w "wy or mw roc w r.w Mrs or id.nud yr ma1lrtels. This react+ Mail not be tewoduwa o 19 - in lb wdkl* art wilt Wv Worfto wrtoon pen .*wlcn dATC Aasoaetm w,4 Q03 03/31/99 02:38 FAX Q04 - 105!0 S6■ yTnd VROzCT BQnlEcmN lam, TOM 7== RFFAM 714MI -2511 PP.OJBCr Laamm - Ampqpft Ted Job No.. OOO 00212 Ci.>ENf: Ladlom +e Maudah Dow 1 visor REMARKS: - Soh 8107 - MMkdg z k C.anwft S" • - Tdt Slrwr A�■pMs . C• . . yr loo 10o Jt,4 _ 46.1 9�10b 8lb W100 Min . 10.30 • . ' - .- - _ - 1100 - #200 - - 0.4- 6-3 rat a ?.S1 - soot no 1 0.4 AVM BLO • K �� - era LYN SS Y�e aD R !4 W 69�imlats 60 !i ,A�ud 9�3 _ qm RBFRB8DITATNE J. MwWsm J - m rywt�+oww� U*do .oui wood miow ww aw �f' rrt ar a~Mri�4 Tab 03/31/99 02:38 FAX Hooper Engineering Laboratories, Inc. Constructlon Materials Testing RECQRT 0F fAbjE 6XM&gF C =CRETE AGGELCOATl=S CLIENT; Lattimore Materials Co. DATE: 15 February 1999 PROJECT: General Use SAMPLES: Submitted to Hooper Engineering Laboratories, Inc. on 2115/99 bV Lattimore Materials Co. SUPPLIER: Theckerville RETAINED ON SIEVE SIZE 1 -1/2" l' 3 /4' 1/2" 3/8' No. 4 No. S No. 16 No. 30 No. 50 No. 100 FINENESS MODULUS SPECIFIC GRAVITY FINER THAN NO. 200 SIEVE DRY R00130 WFIG PCF SAND EQUIVALENT 2.70 2.3 to 11 2.6S 1.3% Max. S.0% 110.4 96 Min. 80 TECHNICIAN: ROG DISTRIBUTION: 121 Lattimore Materials Co., Curtis Lee NATURAL SAND ASYM C33 0 - #4 REQUIREMENTS 009 0% 0 5 0 -5 14 0.20 26 15-50 46 40-75 03 70-90 97 r 2670 Vwolnvt MITI "no oa11a6, Thme 76ZZ! (214) 351 -6419 Fax wm) 3a1 -s14• 03/31 %99 02:38 FAX 10 LATTIMORE MATERIALS COMPANY P.Q_ BOX 556 WKINNEY. TEXAS 75070-0556 (972) 569 -4845 (972) 221 -4646 CONTRACTOR: Austin Cemmandaf MIX NO.: 42 LABORATORY: HSC Engineering PROJECT. Prosbytsrmn Hospital of Plane DESIGN OMEN": 3600 Plano, Texas 7 -29 STU. DEV, 5.40 3.9 76 3887 4957 124 128 +581 AM 318 - 5.3.1.2 REQUIREMENTS: (6.1) far =to +1,346 4379 (5.2) flu - tc + 2.33: - SW 4454 Do 3jump ag Ina 1p X Z QU Agm 20 Dow 211 RU Amv& &v&g fiance Gain up 9410 56 12 -Au0 -W 5.25 42 96 3970 4000 300 4880 4760 4730 4470 1pp 1119 37 14- Aup -98 5.50 62 44110 4320 4360 4980 3110 3043 4845 130 1.15 58 17 -Aug -W 4.30 3.7 96 3910 3930 3920 4360 4300 4346 4707 80 1.11 39 21- Aug-98 3.75 3.0 90 2670 2570 2670 3870 4080 4030 4473 120 1.40 60 24 -Au¢98 5.00 3.6 68 3430 3360 3405 4230 4340 4285 4220 110 1.26 81 25- Aue-88 6.50 a8 3470 3430 3450 4480 4130 4308 4207 360 1.25 82 26- Aug-98 6.00 46 9474 3470 3470 4510 4400 4466 4346 110 128 53 27 -ADO -W 6.00 4.6 91 2800 2960 2930 3930 4280 4095 4285 330 1.40 STU. DEV, 5.40 3.9 76 3887 4957 124 128 +581 AM 318 - 5.3.1.2 REQUIREMENTS: (6.1) far =to +1,346 4379 (5.2) flu - tc + 2.33: - SW 4454 03/31/99 02:38 FAX LATTIMORE MATERIALS COMPANY P.O. BOX S58 WKINNEY, TEXAS 75070 -0556 (972) 569 -4646 (972) 221 -4646 [all CONTRACTOR: MIX NO.: PROJECT: Aus0 CSmnwcial 42 PresbytwWn HpBpW of Plpnv Plano. Tags JIM AID T&Mg IPM 7 M LABORATORY: NBC Engineering DE$IC>iN STRENGTH: 3800 n ft n A AvcLi3 Ran 788 "n 1 10-LI004WT 0-09 fu 4 2 17 -Daa97 4.76 3.7 72 4280 4170 4225 62530 5170 6210 80 1 -23 3 17- Doo-97 8.00 4.1 78 3800 3730 3815 4810 4720 4763 5130 90 1.25 4 17- Dec-97 4.25 4.4 78 3950 4180 4065 3010 5290 5120 5052 220 125 5 31- Deo-97 5.25 52 84 3740 3720 3730 6560 520'0 $423 8103 270 1-46 6 07- Jart-98 4.50 54 5280 5130 gigs 8860 8220 5286 .5640 130 121 7 10 -Mn-99 4.75 3.9 52 4700 4660 4680 5740 5!!90 5886 5796 110 121 6 16 -Jar98 5.25 68 4490 4120 4306 6640 6770 6705 5892 130 1.33 9 19 -JwF08 4.75 4.2 60 3480 3540 3610 5320 5440 5380 5500 120 1.53 10 21- Jan-O8 6.00 3.6 S7 s2s0 5380 5305 6400 6310 6355 5613 90 1.20 11 23 -Jvw98 5.25 3 -5 52 4160 4220 4190 5310 5490 536; 5707 150 1.29 12 24-Jon-96 7 -00 60 3OW 3720 3890 5200 5170 5185 5842 30 1.41 13 218-ion-98 6.00 34 85 3970 4020 3995 4810 4330 4870 6047 80 1.14 14 26- 1an-08 3.50 3.6 87 4660 4720 4635 $430 5270 6350 8035 180 1.15 13 03 -Feb98 3.00 4.1 58 3340 3280 3310 4880 4800 4730 4$83 140 1.43 16 03- Feb-96 6.00 4.4 80 4480 4720 4500 57'7'0 5890 5830 5303 120 1 -27 17 05- Feb498 4.00 4.0 55 4830 4790 4710 5130 5220 5175 5245 90 1.10 18 09- Feb-98 4.50 3.7 64 4530 4670 4800 6660 OW SMI MOB 90 1.20 19 10- Feb-96 4.60 60 4740 4350 4550 SSW 5520 5680 5413 120 1.22 20 10- Feb-98 8.00 4.8 60 3440 3240 3360 4800 4770 4830 5nB 120 1.44 21 12- Feb-98 7.00 82 3830 3740 3686 4=0 4720 4640 5010 180 1.28 22 13-Feb-1110 5.50 4.8 75 3710 3850 3825 4780 4670 4725 4732 110 1.24 23 17.Feb.98 0.00 4.8 62 3290 3140 3215 5M 5320 5300 4888 41D 1.85 24 15- Feb-98 4.75 3.5 88 4660 4590 4575 5830 5710 5670 3232 80 1.24 25 18- Feb-98 6.00 3.8 70 4020 4110 4065 5600 5730 5866 3645 190 1.39 29 19- 1`046e 5.60 63 4640 4550 4596 6060 5980 8015 5783 TO 1.31 27 70- Feb-a9 6.00 4.0 70 4700 4680 4890 5960 s= 5290 5657 140 1.13 28 054ftr-W 5.75 3.6 70 3830 3740 3666 4470 48®0 4565 3290 190 1.24 29 05-Mar --98 8.00 69 3300 3470 3385 4680 4280 4395 4760 770 1.30 30 6.00 3.3 54 4140 4020 4080 5310 5220 5265 4742 90 128 31 24-Mar-911 6.00 2.8 75 4100 3800 4030 4780 4830 4810 4823 40 1.19 32 26 -Mar-98 525 2.3 78 3740 3490 3515 4790 4820 4805 4980 30 1.33 33 215- Man.09 626 28 73 3430 3870 355W 4790 4820 4805 4807 30 1.35 34 30 -Mar-98 4.00 2 -9 75 3980 3770 9885 4770 4680 4725 4778 90 122 35 02,Apn.98 8.50 73 3210 3350 3280 433+0 4120 4225 4-US 210 1.79 36 03 -Apr-96 525 3.4 78 3590 3430 3510 4640 4730 4685 4846 90 1.33 37 03-Apr-96 3.40 32 75 40" 4020 ' 4045 5080 8120 8100 4870 40 426 3B 294pr4M 8.00 52 70 4600 4420 4510 5240 6200 5220 5002 4953 40 440 1 -1 S 1-30 39 02- Jun-98 5.25 4.0 86 3400 3680 3490 4760 4320 4540 40 15`Ut-96 425 B0 3060 3190 3140 4500 4634 46x5 4785 70 1.46 41 17- Jun-98 525 90 3880 3740 35M SSW 6730 3645 4927 170 1.49 42 19-Jun -68 5.75 90 3150 3220 3186 4290 4330 4310 4850 40 1.35 43 26-Jun-68 5.00 66 4250 4300 4275 5010 5130 5070 6008 120 1.19 44 01 -Jul-98 5.76 3.7 102 3000 3070 8036 3670 3790 3660 4363 220 1.21 45 07--Jul -98 5 -50 99 3830 3660 3745 5660 6610 WOO 4717 80 60 1.49 1.19 46 08- 5til -96 525 9S 3700 3850 3780 4540 4260 4480 4090 4610 4176 4590 4755 170 1.31 47 24.Ju1`98 5.75 4.1 95 3210 4080 3160 3990 3196 4036 5380 6460 6430 4705 100 1.35 48 49 28- Jul -96 2"EII -98 6.00 6.60 80 82 3860 3720 3785 4320 4420 4370 4669 106 1 -15 50 04- Aug.99 5.25 4.7 94 3600 3450 3476 4370 4220 4293 4698 156 1.24 1.29 81 06-Aug -08 6.80 82 3990 4020 4005 S= 5120 5770 4812 100 52 06.Aug -98 5.00 4.3 82 SSW 4200 4030 4720 4840 4780 4748 120 1.19 53 07- Aug-98 6.26 94 3580 3610 3685 4740 4870 4DO5 4916 130 1.30 1.16 54 10- Aug -98 5.00 3.4 05 3370 3400 3386 3800 3950 3920 4502 80 03%31 -'99 02:38 FAX LATTIMORE MATERIALS COMPANY P.O. BOX 556 WKINNEY, TEXAS 75070.0556 (972) 569 -4646 (972) 221 -4646 Client Gilco Conti actlng Date: D6- Mat -66 Project: vetas of Coppell Coppell, Texas Meter7■Is cement: Type 1, ASTM C -150, Texas- LeHlgh Cement Flyesh. ASTM C-618, Class C, Holnam Coarse Agg,: ASTM C -33, 1 - - *4 Lsttft, To Cnnhed Stone Fine Agg.: ASTM C-33, Lattimore Conorets Sand Admixtures= ASTM C -494, ProMix ASTM C -260, ProMlx i Culdc Yard ft Webht SSG Mix No. 42 Strength 0 28 Days 3800 Fly Ash, % Air Cement, am 564 Fly Ash, The 0 C. Agg., The 1850 Sand,Hm 1332 WSW, The 237 WaL on 22,6 ASA.aci 3J Total Weight 3983 Unit Wt, dlCF 147.52 WIC Ratlo, 9 0.42 Fly Ash, % 4 Maximum Temp. deg. 95 Slump, inches 3 -5 Air, % entralned 3-5 Admixture dosage subject to adjustment as needed (ASTM Cwt, Note 7) •' Air content per rscommendatkos of ASTM C-94,7 (Table 3) Lattimore Ready Mix guararttess the above mix dealgn will achieve the specified sttwigth when tested and evaluated in aw ordance with ASTM C -172, C -31, C -39 and C44 and when the movmnlended prvicedurn for placement and curing oudkmd in ACI 3051306 are followed. In scoordencs with ASTM C44, Lattimore Materials Co. requests that Copies Of all swngth tests be forwarded to our Quality Control Depsrtmef. Z07 DS 03%31!99 02:38 FAX ATC Assodates Inc,. 11356 Malhls Dell.", Tex" Ism (972) 5W2204 PROJECT: Lafinuwa Matmiels - Apgregab Te9W4 CLIENT: L M&Tw a Materials REMARKS: r srmgeport ATC REPAMFNTATNE: G. mw"n PROJECT INSPECTION REPORT Job No.: 6132d.003e -sa4 Date Inspected: 11 -8.98 Data Reported: 11 8 Q08 Raw fully s rift report ana ma r a * r" be iepWWW" Of +anOd a a This lepWt 4W' not bo rspr &OW OWNt Ift 43 W M W and VAM Ore exprae m vim. Dt+MQWw of ATC AaodMW Wir- 81we Arsatyf b