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RC Townhomes-CS050118
LETTER OF TRANSMITTAL JR ROSE DEVELOPMENT LLC TO: City of Coppell 255 Parkway Blvd. Coppell, Texas 75019 DATE: January 18, 2005 ATTENTION: Keith Marvin Enclosed is the following to be used on the above job: Concrete Mix Designs 3000 PSI "Machine" Placed 3600 PSI Hand Placed Colored- Textured Concrete These are: 1. 1 3. 3. 1 for your approval. Please return for your files. for your use. RE: Riverchase Townhouse Addition corrected copies. Remarks: Respectfully, Jason Rose Texas Architect #18341 6505 Freeport Pk~ N. Ste 200 IrvtnR, Texas 75063 U.S,A. Tel: (972) 621-O34a Fax:(417) 469.t387 MIX 0ESIGN ~. ~ 7724 spEciF,C USE: ' I~ORMAL MIXDESIGN FOR READYMIX CONCRETE DATE: MIX SPECI£1CATIONS S .T.RENQTH: 13600 psi SACK CONTENT: SLUMP: 4"*-1" AIR coNTENT: 3eA--6% w~c RA~O {GAUSACK) s.0e W~ RATIO (LB/I.B) 0.,45 MAX. TEMPERATURE: AC1305R CONCRETE MLI~T BE SAMPLED PER ASTM C- f?2. TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - 31. .... ~IATERIAL REQUIREMENTS ' ' ' ,I MATERIAL ASTM STANDARDS WEIGHTS CEMENT ASTM C - 150 TYPE I Al 5t7 LB. CEMENT FLY ASH ASTM C-618 TYPE 'C' 0 LBS. FLYASH COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COAR,SE AGGREGATE COARSE AGGREGATE IFINE AGGREGATE FINE AG(~REGATE ASTM C - 33 3/4" 0 LBS. C.A. A~TM C -33 1" 1840 LB~. C.A. ASTM C - 33 1 lr~' 0 LeS. C.A. ASTMC-33 ~ 0" LBS. C.A. ASI'M c - 33 P~ (~RAVEL ~LBS. C.A. ASTM C - 33 SAND t360 LBS. SAND ASTM ¢ - 33 SAND TIBS. SAND IUGHTW~IGHT AGGREGATE ASTM C - 330 ..... 0 LBS. LT. WI'. ADMIXTURE ASTM C - 494 TYPE A OR D 15.5 OZ. ADMIX. ADMIXTURE ASTM C - 494 TYPE A (MID) ADMIXTURE ASTM C - 2~0 ~(HIGH) 0 ' OZ. ADMIX. ADMIXTURE ASTM C - 260 ~ , 5,, ~ OZ. A.E.A. WATER ?32 LBS. WATER PLEASE SEND THE T'EST RESULTS FROM THiS PROJECT TO THE QUAUTY CONTROL DEPARTMENT. LbUAUTY CONTROL bEPARTMENT :~40 SlNeLEt'ON BLVD. DALLAS, TEXAS 75212 TEL: (214) 65%8020 : (214) 65t-1810 IjIUALITY CON ~ EL~S ,=~ (s ..... 8505 Freeport Pkwy N. irving. Texas ?5063 Tel: (972) 62t-0345 Fax:(417) 469-138'[ FORMAL MIX DESIGN FOR READY MIX CONCRETE P~O~ECT: .... DESIGN #: c~c us~:,, ' ,~ ' CONCRETE MUST BE SAMPLED PER ASTM C- TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C . 3t. MATERIAL ASTM STANDARDS ~NEIGHT~ CEMENT AS;TM C - 150 TYPE I/11 LBS. CEMENT FLY ASH ASTM C - 618 TYPE 'C' 0 LBS. FLY ASH COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE FINE AGGREGATE FINE AGGREGATE ASTM C - 33 314',,, 0 lBS. C.A. ASTM C - 33 1' ASTM C o 33 1 I/2" 0 LBS. C.A. ASTM C - 33 ~ d LBS. ASTM C - 33 ~L 0 LBS. ASTM C - 33 8AND 1209 LBS, SAND ASTM C-33 SANI~ 0 L,BS. SAND LIgHTWeIGHT AGGREGATE ASTM C- 330 0 LBS. LT. 'INT. ADMIXTURE ASTM C - 494 TYPE A OR D 16.9, OZ. ADMIX. ADMIXTURE ASTM C - 494 TYPE A [MID) 0 OZ. ADMIX. ADMIXTURE ASTM C - 2~0 ~(HIGH) 0 ' ' OZ. ADMIX. ADBMXTURE ASTM C - 2~,0 T ~oz. A.E.A. WATER ~$2, LBS. WATER PLEASE SEND THE TEST RESULTS FROM THIS PROJECT TO THE QUALI'[Y CONTROL DEPARTMENT. QUALITY ~0NTROL DEPARTMENT ' [ 240 SINGLETON BLVD. DALJ. AS, 'TED(AS 7S212 TEL: (2'14) FA,~ (214~1 IJIM"Ei.~ TEL: ~8'~7) 02e..~eb0 ' ! ~' FAX: (8t7) 62s. SSSO 8505 Freeport Pkwy N. Ste200 Irving, Texas 75063 U.S.A. Tel: (972) 6214)345 Fex:(4~7) 469-1387 FORMAL MIX DESIGN FOR HEADY MIX CONCRETE S~C~FIC USE:, J~v~ ..... MIX SPECIFICATIQNS STRENGTH: !30~0 psi -, SACK CONTENT: SLUMP: 4"+-1" AIR CONTENT: W~C ~A~0 (GA~SACK) " w~c RATIO (Lan. a) MAX. TEMPERATURE: , , AC130~ , CONCRETE MUST BE SAMPLED PER ASTM C- TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - MATERIAL ASTM STANDARDS WEI61fl'S CEMENT ASTM C- 150 TYPE 1/11 470 LBS. CEMENT FLY ASH ASTM c-el8 TYPE 'C~ 0,, L.~. FLYASH FINE AGGREGATE FINE AGGREGATE ASTM C - 33 SANO ~ k~S, ~ ASTM C- 33 SAND O LBS. SAND L~GHTWEIGHT AGGREGATE ASTM C - 330 M3MIXTURE A~I'M C - 494 'TYPE A OR D 14.1 OZ. ADMIX. ~o~ncrURE ASl'~ c - 4g~ TYP~ ~(M~DJ 0 OZ. ADmiX. M)MIXTURE ASTM C. 260 ~ (HIGH) 0 OZ. ADMIX. M)MIXTURE ASTM C - 2~0 ~ 5 OZ. A.EA. ~ATER __ 232 LBS. WATER PLEASE SEND 1HE ~ RESUL TS FROM THIS PROJECT TO THE QUALITY CONTROL DEPAR'TM~NT. ~ TEXAS 7S~t2 fm_~: 1~14) ~stm p~ ~4) r~48~O , Mix No.: 7724 Strength: 3600 AgO. Size: 1" Southern Star Concrete, Inc, Corltractor: various Job: various Lab: '~'~ious Cement: 5t? It). Fly Ash: lb. Coarse Aggregate; 1840 lb. Coarse Aggregate: lb. Fine Aggregate: 1360 lb. Fina Aggregate: lb. Admixture: 15.8 oz, AclmJxture: OZ. AEA: ~oz. Water:. 232 lb. Date Temo. .S. LUMP 7 Day .7 Day 4/10/2004 85 3.75 :~40 3640 4/10/'2004 84 4 3550 3550 4/11/2004 90 4 3640 3640 4/22/2004 74 5 2950 2950 4/25/20O4 77 5.5 3185 3185 4/26/2004 79 5.5 3570 3570 4/~'z0/2004 87 2.5 5780 5780 4/27/20O4 79 4.25 5925 5925 4/2912004 71 4.5 3380 3380 5/8/2004 79 4.75 4255 4255 5/9/2004 82 5.25 4020 4020 5/10/2004 75 5.5 3985 3985 5115/2004 79 4.75 3710 3710 5/16/2004 78 6.5 3840 3840 5116/2004 91 7 3825 3825 5/23/2004 94 4.5 3815 3815 6/3720O4 84 4 3735 3735 5/13/2004 79 4 3575 3575 8/17/2004 92 5 3365 3385 8/17/2004 91 4.75 3750 3750 6119/2004 88 4 3850 3~0 8119/2004 80 5.2 4290 4290 6/19/2004 91 5,5 2430 2430 6/21/2004 86 6 2915 2915 6/2812004 86 6 3880 3880 71112004 87 5.75 3330 3330 7/1/2004 90 4 3730 3730 7/1/2004 91 7.5* 3240 3240 7/2/2004 84 5,5 3483 3483 Standard Deviation: 571 Average Strength: T ACI 5,3.2.1 Required average strength. (1) 4366 psi (2) 4431 psi 28 Day 3 Consecut 28 Day 28 Day ^vera~le Avem~Le, 45O0 44O0 4450 4440 4420 4430 4650 4470 4560 4480 4135 4195 4165 4385 4205 4410 4308 4344 464O 5O30 4835 4436 66O0 65~5 6583 5242 6105 6145 6125 5848 4500 4010 4255 ,5654 46~5 4845 4755 5645 4985 5125 5055 4688 5030 4540 4785 4865 4425 4105 4265 4702 4660 4005 4333 4461 44~5 4535 4495 4364 4745 4540 4643 4490 4450 4440 4445 4528 4340 4220 4280 4456 4060 4070 4065 4263 4600 4,540 4570 4305 50eo 5010 5035 45,57 4650 4780 4715 4773 4660 4~40 4500 4756 4080 4000 4040 4418 4~80 4310 4345 4295 3970 4220 4095 4160 53~0 5110 5220 455~ 3900 4:34.0 4120 4478 4~L~0 4310 4370 4570 Mix No.: 7723 Agg- Size: I" Southern Stsr Concrete, inc. Conlmc~or: various Job.' Lab: various' Cement: ~ lb. Fly Ash: lb. Coarse Aggregate: ""'"'~J~lb. Coarse Aggregate: lb. Fine Aggregate: 1209 lb. Fine Aggregate: lb. Admixture: ~oz. Admixtu~: oz, AEA: 8.? oz. Date TareD, SLUMP 7 Day 7 Dav 8/18/2003 91 2.75 4,830 4880 8/18/2093 92 5.5 3930 3930 8/29/2O03 92 5 389o 389O 8/~0/2003 94 2.75 6840 6840 8/3t/2003 78 5.25 4560 4560 9/6/2003 79 1.5 5280 5280 9/8/2003 88 4_75 4260 4260 9/12/2003 88 S.5 4640 4640 9/22/2003 78 4 4110 4120 9/22/2003 82 5 3500 3500 9/25/2003 87 4 3830 3830 9/28/2003 88 5 3520 3520 9/28/2003 89 4 3880 3880 9/29/29O3 89 4.75 369O 3690 10J2/2093 89 4.25 3850 3590 10/9/2003 85 4 4320 4320 10/12/2093 87 3.75 3970 3970 12/12/2003 71 6 3210 3210 5/6/2004 84 3.75 4070 4070 5110/2004 81 3 4360 43~0 5113/2004 83 $ 3810 3890 5/17~ 77 3.25 4450 44~0 51t9/2004 M 5.75 3530 3830 5/20/2004 80 4 3950 3950 5/25/2004 90 6 3380 3380 5/27/2004 8~ 6 398O 3980 · ~/27/2004 84 5 4410 4410 5/27/2004 83 5 :3890 3890 5/2712004 9O 3 4360 436O 6/14/2004 71 6 3950 3950 0/18/2004 95 4 2960 2960 Standard Deviation: 612 Average Strength: T,, ACI 5.3.2,1 Require~ average strength. (I) 442o psi (2) ~26 p~ , 28 Day 3 Consecutive 28 Da~ 28 Day Avera<]e Average 5500 5600 5550 5260 ,..~0 5t30 5290 5298 ~0 5540 5550 5483 5660 5700 5680 5507 7680 7440 7~60 8203 5670 6090 5880 6373 556O 4900 5230 6223 6020 5950 5985 5698 5O20 5080 5O50 5422 4990 8235 5112.5 9383 4990 5350 5170 5111 5520 5620 5570 5284 4780 4700 4740 5160 4890 4990 4940 5083 5140 5140 5140 4940 5130 5220 5175 50~5 5103 5540 5321.5 5212 6060 6040 6050 5516 51 O0 5000 5050 5474 5340 5450 5395 5498 5470 5330 54O0 5282 5200 5320 5260 5352 4250 4210 4230 4963 4950 4970 4960 4817 4430 4380 4405 4532 4840 4900 4920 4762 5140 5120 5130 4818 48~0 4750 4790 4947 5870 5770 5820 5247 5060 4930 4995 5202 6230 6290 6260 5692 Mix No.: 7718 ..~reng~h: 3000 Agg, Size: I" Southern Star Concrete Job: various Lab: various Cement: 470 lb. Ry Ash: It). Coarse Aggregate: TIb. Coarse Aggregate: lb. Fine Aggregate: 1399 lb. Fine Aggregate.' lb. Admixture: 14. t oz. Admixture: oz_ AEA: 3.5 oz. Wate~ 232 lb. S'tanden~ Deviation: 271 Average Strength: T ACI 5.3.2.t Required average strength. (,i) ..... 3353 psi (2)_ 31~0 psi 28 Day 3 Consecut D~te Temp~ SJumo 7 DaY 7 Day 28~Dav 28 Day Ayeraqe AVeraffe 8/16/2002 85 5 3200 ~ 4160 ~90 4125 4~80 W11 ~ 79 3.25 3280 3280 4~0 4580 ~0 4573 Wl1~002 ~ 3 31~ 3120 4120 4170 41~ ~70 9~3~2 78 3.~ 33~ 33~ 4~0 ~0 4~00 ~28 10/~ ~ 3 ~80 33~ 42~ ~ ~5 4~ I~4~2 78 4.5 ~0 3610 ~10 ~ ~25 1~14/~ 63 2 ~ ~ 4~ 4540 ~ 44~ 1~2 75 3 31~ 3110 4170 ~10 42~ 4~ 1~2 49 2.5 3180 ~ ~ 4~ 41~ t~2 59 3 2~ ~10 3710 ~97 3703.5 40~ 1~ 67 3 3~0 3~0 4600 ~ 4530 1~0~ ~ 3,5 32~ 31~ 4140 4~ 41~ 4111 1~2 70 3 3030 3~ 4~0 4920 ~5 1~2 5S 3 1700 1818 39~ 4110 ~0 4278 1~ ~ 2.75 3270 3270 41~ ~ 4~ ~32 1~2 78 3 3~0 3103 41~ ~10 4~5 4~5 1~11~2 7S 4 2870 2530 4110 ~30 ~ 4282 1~1t~2 ~ 2 33~ 2970 4310 ~30 ~70 ~2 1~17~2 79 3 32~ 3~0 4150 4~0 ~10 4300 1~ 73 3.5 3280 ~50 4110 4140 41~ 4268 1~3 ~ 4 3~ ~ ~80 41~ 43~ 4242 ~03 62 5.5 3170 2~ 4170 4~0 42~ 4257 ~1~3 ~ 6 3107 ~4 3810 ~ 3725 4t23 ~10~ ~ 6 ~70 29t0 3700 3950 3870 39~ ~11~3 67 5 31 ~ 3280 4670 ~70 ~70 40~ 3/~ 68 6 2910 2930 4320 ~70 43~ ~12 W5/~3 62 3 ~70 3110 ~ 5~0 5050 4705 ~3 70 4 ~0 3~ 4~ 41~ 4170 45~ ~/~ 71 3.5 31 ~ 31~ 4320 ~ ~55 4525 4~ 74 5 27~ 27~ ~40 41~ 4270 4~5 ~3 74 4.5 28~ 2710 4240 4240 4240 42~ Mix No.: 9339 b"trength: ~ Agg. Size: .... Soutttem 5tar concrete, Inc. Contra~or: VARIOUS Job: ~ARIOUS Lab: 'VARIOUS Ceme~: 470 lb. Fly Ash: lb. coarse Aggregate: Coarse Aggregate: -- lb, Fine Aggregate: Fine Aggregate: lb. Admix:lure: 14.1 oz. Admixture: oz. AEA: 3 oz. Water:. 262 lb. 5/19/2004 60 7/21/2004 69 7/21/2004 89 7121/2004 89 7/2t/2004 89 8/2/2004 93 8/3/20O4 92 8/9/2O04 g0 8/10/2004 87 8/10/'2004 89 8/23/2004 86 9/3/2004 g0 9/3/2004 go 9/8/2004 80 9/10/2004 80 9/10/2004 70 9/10/2004 79 9/16/2004 91 9/23/2004 go 9/24/2004 85 10/7/2004 87 10/20/2004 84 10/2O/2004 75 10/20/2004 73 10/20/2004 78 11/12_/2004 60 Standard Deviation: 54.7 Average Strength: ~ ACI5.3.2.t Required average ~rength. (t) 3133~si (2)' 3?76pat 28 Day 3 Consecut 5 3250 3110 4260 4210 4235 4180 5 3920 3920 5130 5420 5275 4748 8.5 3770 3770 S0go 4930 5010 4840 5.5 3890 3890 5210 5470 5340 5208 5.5 4350 4350 5520 5160 5340 5230 5,5 3~80 3680 5240 4870 5055 5245 S 3290 3290 5100 4910 5005 5133 5.5 3320 3320 3760 3610 3885 4582 4.5 3310 3310 4760 4840 4800 4497 5.5 3160 3160 4840 4820 4730 4405 $.5 2620 2820 3780 3950 3865 4465 4.5 4530 4530 5740 5640 5690 4762 6 3150 3150 4260 4370 4315 4623 6 3240 3240 a,5,50 4540 4545 4850 5.5 3760 3760 5030 4860 4945 4602 6.75 2930 2930 4020 4080 4050 4,513 6 2960 2960 4730 4740 4735 4577 5 2920 2920 3790 3770 3780 4188 5.5 2830 2~30 3880 3970 3925 4147 4.75 3tg0 3190 4710 4610 4~0 4122 6.25 3710 3710 3730 3810 3770 4118 5 3550 3550 3830 3680 3755 4062 4.5 3130 3t30 4660 4470 45~5 4030 4.5 3160 3160 4290 40~0 4185 4168 5 3200 3200 3980 4060 4020 4256,667 5 3060 3060 4730 4710 4720 4308,333 5 3380 3380 4090 3990 4040 4260 $ 3330 3330 3780 4100 3940 4233.333 5.25 2970 2970 4120 4,360 4240 4073.333 5 3650 3650 4290 4580 4439 4205 5.5 3610 3610 4300 4380 4S40 4338.333 Iwtng, Tex~s 7~3 U.S.A. Tel; (972) 621~345 Fax:(417) ~9-1387 FORMAL MIX DESIGN FOR READY MIX CONCRETE P~;cT: .... Im,, ro~,~m~ ~ Copt~ MiX ~IGN ~: ~ ~24 . .... ' S' C I " ' ~M~,~ PE~ IF CATIONS STRENGTH: SLUMP: AIR CONTENT: 3%-8% 'W~C RATIO (e.~SACK) ~.0~ ' ' _N/C RATIO (LB/LB) 0.45 MAX. TEMP£1:~e. TURE: CONCRETE MUST BE SAMPLED PER ASTM C. fTC. 7;ST SPC-C'~NS ~zusr et; ~O; ANO CUR~ ~R ASTM C- 3~. ..... ~IATERIAL REQUIRE. MiNTS ' ' MATERIAL ASTM STANDARDS WEIG H,~ CEMENT ASTM C - 150 TYPE 1 41 5t7 LBS. CEMENT FLY ASH ASTM C - 618 TYPE 'C' COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE FINE AGGREGATE FINE AGGREGATE LIG~IGHT AGGREGATE ASTM C - ~ A~TM C - 33 A,~TM C -33 ASTM C-33 ASTM C - 33 0 LBS. FLY ~ 3/4" 0 lBS. C.A. 1/2' ---T"'"" L.B~, C.A. GI~VEL O LBS. ASTM C - 33 SAND t360 LBS. SAND ASTM C - 33 '~I~ND ~LBS. SAND ASTM C - 330 o LBS. LT. WT. M3MIXTURE A~TM C - 494 TYPE A OR D 15.5 OZ. ADMIX. e,,DMIXTUR£ ASTM C - 49~ TYPE _A _ (MIDI ~OZ. ADMIX. M)MIXTURE ASTM C. 2~0 ~(HIGH) 0 07 ADMIX. I~DMIXTURE ASTM C - 280 NATER 2,32 LI],~. WATER P~EASE ~END THE 7755T REEiUL TS FROM THIS PROJECT TO THE QUAUTY CONTROL DEPARTMENT. IIJACITY CONTROL DEPARTMENT 240 SINGLETON BLVD. Al. lAS, TEXAS 75212 : {214) 65'1 : {214) 65t-1810 I-QUALITY CON .,*, ' ~]5~5 Freeport Pkwy N. Ste 200 Irving, Texas 7*5063 U Tel: (972) 62'1,0345 Fax:(417) 469-1387 PROJE, C. T: . 1771~ Tom'~/fomes of Coppe# IX DESIGN#: ,, ~ ,..7723 , , ,=cmIc usE: ..... ~p. ,v~ , FORMAL MIX DESIGN FOR READY MIX CONCRETE DATE: ] ,~ f4,2005 MU( SPECIFICATIONS ~'?REN6TH: 3600 pi SA~K CONTENT: 6,~, SLUMP: ~ co~: ~ ~o (~B) 0.4s CONCRETE MUST BE SAMPLED PER ASTM C- '/7'2, TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - 31. MATERIAL ASTM STA~I,DARD$ W~J~HT~ CEMENT ASTM C - '150 TYPE I Al 564 LBS. CEMENT FLY ASH ASTM C - S18 TYPE 'C', 0,, LBS. FLY A~H COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE COARSE AGGREGATE ASTM C - 33 ASTM C -33 ASTM C °33 AS*TM C - 33 ASTM C-33 314" 0 lBS. C.A. 1" ~LBS. C.A. I 1/2" 0 LBS. C.A. GRAVEL S LBS. C,&. ~L 0 LBS. C.A. FINE AGGREGATE A.$TM C - 33 ,~MCD 1209 LBS. SAND FINE AGGREGATE ASTM C - 33 SAND 0 LBS. SAND UGH'W~I~EIGHT AG4~REGATE A~t'M C - 330 0 LBS. LT. WT. ADMIXTURE ASTM C - 494 TYPE A OR D 16.9 07- ADMIX. t: ADMIXTURE ASTM C - 494 TYPE (MID) 0 OZ. ADMIX. ADMIXTURE ASTM C - :~80 'F ORG {HIGH) 0 OZ. ADMIX, MIXTURE A~TM C - 280 T ~ oz. A.E.A. TER 252,,, LeS. WATER PUEASE SEND THE TEST RESULTS FROM TH~S PROJECT TO THE QUALITY CONTROL DEPARTMENT. F~i~QUALITY CONTROL DEPARTMENT 240 SINGLETON BLVD. , TEXAS 75'212 (214) (214~ IUALiTY ~_ ~ i E~ TEL.' 1817) _ ,~' FAXi (8'17! 8505 Freeport Pkwy N. Ste 200 Irv;ng, Texas 75063 U.S.A. Tel: (972) 621-0345 Fax:(417) 469-1387 MIX DESIGN ~: [ ~fa .... :~ MIX ~PECiFICATI(~tS '" ~I'RENGTH: 3000 psi ' SACK CONTENT: 5,00 ~LUMP: 4"+-1" MR CONTENT: W~C ~A_~O (GAL/SACK} ~W/C RATIO {L,BA.B) MAX. TEMP;RATUR~: AC130SR' CONCRETE MUST SE SAMPLED PER ASTM C- TEST SPECIMENS MUST BE MADE AND CURED PER ASTM C - 3t. MATERI~ REQUlREMEpT~ MATERIAL. ~ W~IGI,ITS CEMENT ~M C - 150 TYPE I/11 47D LBS. CEMENT FLY ASH ASTM C - (~18 TYPE FINE AGGREGATE ASTM C - 33 SAND tL38~ LBS, ~ FINE AGGREGATE ASTM C * 33 tNM~ID O LBS. SAND LIG~HT AGGREGATE A,STM C - 330 0 LB~, LT. INT. A, DMIX'rURE ASTM C - 494 TYPE A OR D 14,1 OZ. ADMIX. ADMIXTURE ASTM C - 494 TYPE ~(WDJ O OZ. ADWX. IM)MIXTURE ASTM C - 280 ~(HIGH) 0 OZ. ADMIX. M)MIXTURE ASTM C - 260 ~ 5 OZ. A.F.A. #ATER 232 LBS. WATER PLEASE SEND IHE 7Le~T RE~UL I~ FROM Th~ PROJECT TO THE QUALITY CONTROL DEPARTM~.NT. 4EX~TY CONTROL DEPARTMENT ~LVD. 75212 ) Mix No,: 7724 Strength: T Agg. Size: 1" Southern Star Concrete, Inc. Contractor; various Job: various Lab: various Cement: 517 lb, Fly Ash: lb. Coarse Aggregate: 1840 lb. Coarse Aggregate: lb. Fine Aggregate: 1360 lb. Fine Aggregate: lb. Admixture: Toz. Admixture: oz. AEA: '~oz. Water: 232 lb. Standard Deviation: 67t Average Strength: _ _46'15 ACI 5,3.2.1 Required average strength. (1) 43~8 psi , (2) 4431 psi 28 Day 3 Consecut Date ~ .S. LUMP 7 Day 7, Day 28 Day 28 Da_v ^veracle Avemf:le 4/10/2004 85 3.75 3640 3640 4500 4400 4450 4110/2004 84 4 3550 3550 4440 4420 4430 4/11/2004 90 4 3640 3640 4850 4470 4560 4480 4/22/2004 74 5 2950 2950 4135 4195 4165 4385 4/25/2004 77 5.5 3t85 3185 4205 4410 4308 4344 4/26/2004 79 5,5 3570 3570 4640 5030 4835 4436 4r"*zo/2004 87 2.5 5780 5780 6600 6585 6583 5242 4/27/2004 79 4.25 5925 5925 6105 6145 6125 5848 4/29/2004 71 4.5 3380 3380 4500 4010 4255 5654 5/8/2004 79 4.75 4255 4255 4665 4845 4755 5045 5/9/2004 82 5.25 4020 4020 4985 5125 5055 4688 5/10/2004 75 5.5 3985 3985 5030 4.540 4785 4865 5/15/2004 79 4.75 37t0 3710 4425 4105 4265 4702 5/16/2004 78 6.5 3840 3840 4660 4005 4333 4461 5/16/2004 91 7 382'5 3825 44S5 4535 4495 4364 5/23/2004 94 4.5 3815 3815 4745 4540 4643 4490 6/3/2004 84 4 3735 3735 4450 4440 4445 4528 6/13/2004 79 4 3575 3575 4340 4220 4280 4456 6/17/2004 92 5 3365 ~5 4060 4070 4065 4263 6117/2004 91 ' 4.75 3750 3750 4600 4540 4570 4305 6/19/2004 8B 4 3850 3~50 5060 5010 5035 4557 6119/2004 80 5.2 4290 4290 4650 4780 4715 4773 6/19/2004 91 5,5 2430 2430 4660 4340 4506 4750 6,'21/2004 86 6 29t5 2915 4080 4000 4040 4418 6/26/2004 86 6 3880 3880 4380 4310 4345 4295 7/112004 87 5.75 3330 3330 3970 4220 4095 4180 71112004 90 4 3730 3730 5330 5110 5220 4553 7/t/2004 91 7.5* 3240 3240 3900 4340 4120 4478 7/2/2004 84 5,5 3483 3483 4430 4310 4370 4570 Mix No.: 7723 Agg. Size: 1" Southern Star Concr~e, Inc. Conlmctor: various Job: various Lab: v.an, ous Cement: ~4 lb. Fly ,Ash: lb. Coame Aggregate: ,'""~J~' lb. Coarse Aggregate: lb. Fine Aggregate: 1209 113. Fine Aggregate: lb, Admixture: Admixture: oz, AEA: 3.? oz. Water:. 2~2 lb. StandanJ Deviation: 8t 2 Average Strength: ~ ACl 5.3.2.1 Requital average strength. (2), 4526 psi J~t~ Temp. .STUMP 811812003 91 2.75 8/18/2003 92 5.5 8/29/2003 92 5 8/38/2003 94 2.75 8/31/2003 78 625 9/6/2003 79 1.5 9/8/'20O3 08 4.75 9/12/2003 80 5.5 9/22/2003 78 4 9/22/2003 82 5 9/25/2003 87 4 9/28/2003 88 9 9/28/2OO3 89 4 9/29/2003 89 4.75 10/2/2003 89 4.25 10/9/2003 85 4 16/12/2003 87 3.75 12/12/2003 71 6 ~2004 84 3_75 5/10/2004 81 3 5113/2004 83 5117/2004 77 325 5/19/2004 86 5.75 5/20/2004 80 4 6125/2004 90 6 5/27/2004 83 6 5/27/20O4 84 6/2712004 83 5 5/27/2004 90 3 6/14~2004 71 6 6/18/2004 95 4 28 Day 3 Consecutive 7Day 7 {;)aY 28 Day 28 Day ~ Averaae 4830 4880 5500 5600 5550 5260 3930 3930 5450 6130 6290 6298 3890 3890 5560 5540 6550 5483 6840 6840 5660 5700 5680 5507 4560 4500 76~0 7440 7560 6263 5280 6280 5870 6090 6880 6373 4260 4260 5,5~0 4900 5230 6223 4640 4640 6020 5950 5985 5698 4110 4120 5020 6080 5050 5422 3500 3500 4990 5235 5112.5 5,383 3830 3830 4990 6350 5170 5111 3620 3620 5520 5620 ,'.'.'.'.'.'.'.'.'5570 5284 3880 3880 4780 4700 4740 5160 3695 3690 4890 4990 4940 5083 3850 3690 5140 6140 6140 4940 4320 4320 6130 5220 6175 50~5 3970 3970 5103 5540 5321.5 5212 3210 321D 6060 6040 6050 5518 4070 4070 5100 5000 6050 5474 4360 4360 5340 5450 5395 5498 3810 3890 5470 5330 5400 5282 4450 4460 5200 5320 5260 6362 3630 3530 4250 4210 4230 4963 3950 3950 4950 4970 4960 48t7 3380 3380 4430 4380 4405 4532 3980 3980 4940 4900 4920 4762 4410 4410 5140 5120 5130 4818 389O 3890 4830 4750 4790 4947 4360 4360 5870 5770 5620 5247 3960 3950 5060 4930 4995 5202 2960 2960 6230 6290 6260 5692 Mix No.: 7718 Strength: 3000 Agg, Size: 1" Southern Star Concrete Contractor: various Jot): various Lab: 'v~rious Cement; 470 lb. Fly Ash: lb. Coarse Aggregate: ~lb. Coame Aggregate: lb. Fine Aggregate: t399 lb. Fine Aggregate: lb. Admixture: ~oz. Admixture: oz_ AEA: 3,5 Water: 2~2 S'tanclan~ Deviation: 271 Average Strength: T ACI 8.3.2.1 Required average strength. (1) 3383 (:~)_ 3~13o psi , 28 Day 3 Consecut Date Temn~ _S.l_ump 7 Da'/ 7 0nY 28_~D 28 Day Avera.q,e ~16~0~ 85 5 3~0 ~90 4160 ~ 4125 4780 ~11~ 79 3.25 3280 3280 4~ 4580 ~0 4573 ~1t~ ~ 3 31~ 3120 41~ 4170 41~ ~70 9~2 78 3,5 33~ 33~ 4~0 ~0 4300 ~28 10/~2~ ~ 3 ~ 33~ 42~ 43~ ~35 1~4~2 78 4.5 ~0 ~10 ~10 ~ ~25 1~14/~ 63 2 ~00 ~ 4~ 4~0 ~ 44~ 1~2 75 3 3130 3110 41~ ~10 4240 4~ 1~4~ 49 2_5 3180 ~ ~ ~ 4135 1~2~2 59 3 2890 ~t0 3710 ~7 3703.5 40~ 1~2 67 3 3~0 3~0 4~0 ~ 4530 4123 t~2 ~ 3.5 32~ 31~ 4140 ~ 41~ 4111 1~ 70 3 3~0 3~ 4450 4920 ~5 1~/2~ 55 3 17~ 1818 39~ 4110 ~50 I~ 70 2.75 3270 ~70 41~ ~ 4~ ~32 1~2~2 78 3 3~0 31~ 41~ ~10 4~5 4~5 ~11~2 7S 4 2870 28~ 4110 4~ ~ 4282 1~11~ 65 2 33~ ~70 4310 ~0 ~70 ~52 1~17~002 ~ 3 32~ ~ 41~ 4270 ~10 43~ 1~2 73 3,5 3~ ~50 4110 4140 41~ 4268 1~1~ ~ 4 3~ ~ ~80 4100 43~ ~3 62 5.5 3170 2~ 4170 4~ 4255 42~7 W10~3 ~ 6 3107 ~4 3810 ~ 3725 4123 O~ ~ 6 ~70 2910 37~ 3950 3870 39~ 1/2~3 67 5 31~ 3280 4670 ~70 ~70 3/~ 68 6 2910 2930 4320 ~70 ~ ~12 W~3 62 3 3070 3110 ~ 5080 50~ 47~ ~03 70 4 3~0 30~ 42~ 4t~ 4170 ~7~ 71 3.5 31~ 31~ 4320 ~ ~SS 4~ 74 5 27~ 27~ ~ 41 ~ 4270 4~5 ~3 74 4.5 28~ 2710 4240 4240 4240 Mix No..' 9339 St~nOth: ~ Agg. ~ize: ' 1' Ceme~: 470 lb. Fly Ash: lb. Coarse Aggregate: 1840 lb. Coarse Aggregate: "' lb. Fine Aggregate: ~lb. Fine Aggregate: lb, Admb<ture: 14,1 oz. Admixture: .... ""' AEA: 3 oz. Water:. 262 Southern Star concrate, Inc. Contractor: VARIOUS Job: 'VARIOUS Lab: 'VARIOUS Standan:l Deviation; 547 Average Strength: ~ ACI 5.3.2.1 Required average strength_ ¢~) 3733 ~s~ (2)' ' 3775 psi , 5/1012004 80 5 3250 3110 7/2t/2004 89 5 3920 3920 7/21/2~04 89 5_5 3770 3770 7/21/2004 89 5.5 3890 3890 7/21/2004 89 5.5 4350 435~ 5/2J2004 93 5,5 36~0 3680 5/3/2004 92 5 3290 3290 8~9/2004 90 5.5 3320 3320 8/'10/2004 87 4.5 3510 3310 8/t0/2004 89 5.8 3160 3160 8112/2004 88 5.5 2620 2~20 8/23/2004 86 4.5 45~0 4530 9/'3/2{~4 90 6 3150 3150 9/3/2004 93 6 3240 3240 9/3/2004 94 5.5 3760 3760 9/3,'2004 90 6.76 2930 2930 9/~2004 80 5 296O 296O g/8/2004 80 5 2920 2920 9/~'2004 83 5.5 2830 2~30 9/10/2004 89 4.75 3t90 3190 9/'10/2004 70 6.25 3710 3710 9/10/2004 79 5 3550 3550 9/16/2004 91 4.5 3130 3130 9/23/2004 90 4,5 3160 3160 9/24/2004 85 5 3200 3200 10/7/2004 87 5 3060 3060 10/20/2604 84 5 3380 3380 10/20/2004 75 5 333O 3330 10/20/2004 73 5.25 2970 2970 10/20/2004 78 $ 3050 3650 11/12/2004 60 5.5 3810 3610 28 Day 3Consecut 4260 4210 4235 4180 5130 5420 5275 47~8 5090 4930 5010 4840 5210 5470 5340 5208 5520 6160 5340 5230 5240 4870 5055 5245 5100 4910 5005 5133 3760 3610 3885 4582 4760 4840 4800 4497 4840 4620 4730 4405 3780 3950 3~65 44~5 5740 5640 5690 4762 4260 4370 4315 4623 4550 4S40 ~ 4850 5O30 4860 4945 4602 4020 4080 4050 4513 4730 4740 4755 4577 3790 3770 3780 4188 3880 3970 3925 4147 4710 4~10 4~0 4122, 3730 3810 3770 4118 3830 3680 3755 4062 4~60 4470 4565 4030 4290 4080 4185 4168 3980 4060 4020 4256.667 4730 4710 4720 4508233 4090 3990 4040 4260 3780 4100 3940 4233.333 4t20 4360 4240 4073.333 4290 4580 4435 4205 4300 4~80 4340 433~.333 9'72 484 ffi466 15:45 NTB ~ North Texas Inc. 11~o? i~o,~,~o~ L~. FAX TRANSMITTAL DATE: TO: OF: FAX NUMBER: REGARDING: FROM: January 31, 2002 Ken Griffin & Garret~Campbell City of Coppell 972-304-3570 Specifications and Related information Don Bruner SENDER'S FAX NUMBER: 972-484-8466 Number of pages including this cover sheet:~r' Hard copy: 0 will follow. E] will not follow. COMMENTS: The rn ut lized on t~e Sandy Lake Road intersection are as fellows: color(s) and patte ...... ~,,~ith Ro nite Natural Gray Release A Red Clay - Bomamte ntegral ~,-, ........... ma ..~ Gunmetal Gray - Bomanite Integral Color with Cobblestone Gray Release ~)Running Bond Used Brick - Pattern COPIES TO: VIA: O~lIs. Te~m~ ~.Z~-- e'~-4a4.e4~