The URL can be used to link to this page

Freeport NIP(8.0)-CS040902 T H E: · C I T Y · 0 F COPPELL P.O. Box 9478 255 Par~way Bird Coppell, TX 75019 Phone: (972)304-3679 Fax: (972)304-7041 ENGINEERING DEPARTMENT FAX COVER SHEET To: Rose Molina / Duke Realty From: Larry Davis Fax: 972-361-6800 Date: September 2, 2004 Phone: Pages: 5 (including cover sheet) Re: Concrete mix submittal CC: [] Urgent []For Review [] Please Comment [] Please Reply X As Requested -Commen~: NO EXCEPTIONS TAKEN. 0000 HO ~0 ~N I qqU3 008959£U£66 ,, TU, ~0 0£ :UT U0/60 /-11-1S3~ S3~Ud 3GON G I NO I/U/S INUIS I G 3H I i-~' S 3N I / 3/Idfl 'ld3G '~BN3 ~3dd00 ~0 A±ID:~I NOI± W I NOD BO SSBW YOU DO NOT ~CEIVE ALL OF YE PAGES P~ASE CALL ~ 304-36~ "City of Coppell Engineering- Excellence By Design" Icontrac~or: IPoffcr Concrete [ProJ~t: Freeport 11 & 12 ]sp'e'cl~ic U~: 7752 7 ' Pav~ Southern Star Concrete~ In~ Quttli~ Control De~r~ent Phone: (214) ~1-8020 Fax: (~14) 651-1B10 FORM.4~. MIX DESIGN FOR READY MIX CONCRETE Date: I August 29, 2004 MEY~ ~;PECt~FICAT~ONS .~ Cempre~i*c Strength: 4000 psi ~ 28 Days Seek ~rent: 5.50 Air Content: 4.$h~ +/- 1,5% (~ A~ C 94) ~y Aah ~fltcnt ~[ump Rnn~ 0neh~): 5 ' Ma~mum ~Cm Ra~0~b): 0.50 ~6~1W~ U~it Weight 14~.3 ~. /Min, ~nerete ~mp.: 9~ ~ ~C] 305 / 3~ Southern Star Concrete guarantees this mix design will achieve the Ipecifled compressive strength when teSted and evaluated in accordance wlth ASTM C 172, C 31, C 39, C 94 and ACI 318, and when the recommeaded procedures for plncemmt and eurlng in ACI 304, 305 / 306 are followed. When used for acceptance testing, strength specimens mu*t be cured in strict accordance with Section l0 of ASTM C 31-03. ., MATERIAL REglrr~F.~4ENTS L~atct~ ~STM Standards Cement AST~4 C 150 Type I/II 517 ]b~ ~ 0 r~. Coarse Aggregate *$TM C 33 Grade 57 ! ' Fine Aggregate A~t C 3s Sand Admixture ASTM C 49~ Type A or D Air Entraining Ageni Ab'TM C z6o AEA 1900 Ib~. 0 Ibt. 0 tb~, 0 ! 247 0 0 lbs, 15,1 ,~.w~ 0 0.0 2.6 e= Air Water A~TM C 94 260 tbs, In accontan~ writ/ICI 31~, l~leasc forward ~Opi~t of ~ ~n~ abo~addr~sotlt~c~mo~orm~pe~ormdnc~pro~de~aforfutu~p~j~ Th~k.you. Tim Tim ~i~er I Field Test Data[ Mix No. ! Parle Corporation (ConSy,~ Concrete) Piano ISD Sr. High S~hool D~ign ,~ren~th: Data Represents: 7752 Contractor: AC1310, Section 5.~.2.1 Project: 4000 psi Mod. Stalldard Deviation: 294 psi ~ T~ R~ui~ S~ngth: 4393 psi Laborato~: ECS, Ltd. Da~ Updated: 0~9/2004 Avenge 8~.gth: S480 psi Con~ 7 Day Comoressive 28 Day Comoge~tve ~engt~ Data Data Sump Temp Air% C~.I Cyl. 2 7D.yAv~ CyL1 Cyl. 2] setnvg[AvgJ3l~ngelSdDev.[ RunAv~ ~ 0~18~0~ 4.00 93 4.8 ~00 4400 5560 5~0 5560 5560 2 0~18~0~ 6.50 91 4.1 3880 3880 4970 4970 4970 417 S270 3 0~18~4 3.7~ ~ 3.9 4680 4680 5760 5760 5430 57~ 411 4 06/18~0~ 3.~ 96 3.9 4590 4590 5510 5510 5410 5510 338 5 06/18~0~ 4.75 96 3.5 4570 4570 5720 5720 5660 5720 316 5500 ~ 0~18~0~ 4.25 96 4.5 ~20 ~Z0 5840 ~0 5690 58~ 315 5560 7 06/~8~004 4.50 100 4.8 4230 4230 5210 5210 5590 5210 316 5510 ~ 06/18~0~ 4.~ 98 4.5 ~10 ~10 5830 5~0 5630 5830 314 9 06/19~0~ 4.75 88 4.6 5100 ~100 56a0 5680 5570 5680 297 5560 ~o 06/19~004 4.25 87 4.9 4360 4360 5670 5670 5730 5670 282 5580 t l 06/19~0~ 4.50 90 4.7 4580 4580 ~210 S2~0 5520 5210 289 12 06/19~0~ 4.25 89 4.6 4510 45~0 5270 5270 5380 5270 287 5520 ~3 0~19~ 4.50 90 4.4 4230 4230 5390 5390 52~0 5390 277 5510 ~4 0~19~0~ 4.~ 93 4.5 5230 5230 5300 ~300 5320 53~ 272 ~90 ~ 0~5/20~ 3.50 94 4.3 3820 3~0 5320 5320 5340 5320 266 I~ 0~5~0~ 3.50 95 3.7 4810 4810 5510 S510 5380 55~0 257 5480 Basis for Selection DU_I.KE CONSTRUOTION Reviewed n Reviewed as Noted n Revised & Resubmit Job~i Sub. iV ~ Spec. Sect. '~o~ .Date tq~pmval is subject to Architect approval fM geNfll des~ and anangemnt. SubcontractM/Supptief is ces~onslbb d~mensions, quinines and confl~mil~ SOuthem Star Concrete, Ino. Field T~t Data for Mix 7752d 1 Southern Star Concrete, Inc. Q~alitj, Control Phone: (214) ~1~020 Fax: ~Id) 6~I-I~10 FOCAL MIX D~IGN FOR ~AD Y ~ CONC~TE MIX SP~cnnCAT~9~§ SLump Range (i~ch~): S "Maximum ~/CmRn~°O~b): 0,4~ Tbco~tlcnl Wet Unit Weight: 145.5 Max. / Min. Conc~ Tcmp.; 95'F R~: ACI ~05 / 306 ~ Southern Star Concrele gunrantee~ this mix design will sdfievc the speelfied compressive strength When tested and evaluated in accordance with ASTM C 172~ C 31, C 39, C 94 and AC'J{ 318, nnd when the recommended procodure~ for placement and curing in AC/30~, 305 / 30{; are followe~. When used for acceptance testing, strength sp~clmens must be cured in StT~ct accordance with Section 10 ofASTM C 31,.03. ~ ASTMStandards W' hb nrc bie¥ d S Cement ~.~rrM C iso Type Iai 5~ ~ 0 ~bs, 0 0 Ib~ Coupe A~regate A~ C Z3 C~e ~7 I" ]900 0 0 ~b~ 0 Fine A~regate ~ c ~ ~nd 1203 0 Ib~ 0 0.0 A~r En~aining Agent A~ c ~ 2,8 O~ Ale ~ater 262 In accordance will~ A CI $1~, ~lea,~e forward ~p~ of ~[ conic t~ ~ to the Qu~ Contel ~a~nt ~ the ab~e ~e~ to ~ ~ c~ m°nlt°r ~ ~°rmanc~ ~nd g~ d~for fn~re g~]e~ Than~ you, ~m ~iser Manager of Quatl~ Se~fees r alser:= ... · Field Test Data Mix No. 7723 Basis for Selection 08/01/2003 4.75 08,'01/2003 5.0O O9/05/20O3 5,25 09/05/2003 4.75 09/06/'20O3 5.50 09/0¢~'20~3 5.75 09/06/2003 5.50 09/09/2O03 6.0O 09/O9/2003 6.25 1 ~/05/2003 5.00 I 1/21/2003 4.75 11/26/2003 3,75 12/09/20O3 2.75 12119/2003 4.00 01/29/2004 4.00 87 4,8 3810 3710 4230 4270 4250 5220 88 4,3 3090 3500 3520 3420 3470 4190 84 3,7 3930 41 I0 4020 4960 84 4.4 4200 3950 4080 4920 90 4,4 4800 4660 4730 5800 89 4.1 4920 4960 4940 5670 90 4,8 3780 3860 3820 4940 09 4,8 3700 4030 3R70 5o20 95 4.8 4280 4380 4330 5420 76 5.1 362o 4140 38S0 4330 3.2 3430 3860 3650 4750 64 7.8 2990 3200 3100 4020 66 4.7 3910 4080 aO00 5150 $6 6.8 3420 3330 33RO 4390 57 4,3 3480 3580 3530 4790 5160 5190 60 212 5040 4240 4220 4?70 50 497 4?70 48~0 49?0 4770 110 412 4800 5130 5030 4720 210 37l 4850 5~30 5820 5250 30 517 5010 5860 5770 5540 190 553 5120 4970 4960 5520 30 515 5100 4900 4960 5230 120 484 5080 5480 5450 5120 60 471 5120 4320 4330 4910 I0 ~06 5050 4940 4850 4880 190 486 5030 4080 4050 4410 60 539 4960 4920 5040 4650 230 518 4960 4600 4500 4530 210 513 4930 4680 4?40 4760 II0 498 4920