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Creekview P2 L1R BA-CS030120972 219 7099 gent By: Tri-Star Construction; 972 219 7099; Jan-20-03 17:22; Page 115 TRI~TAR CONSTRUCTION. INC. . 220 Elm Street, Suite 100 ~ Transmittal Lewisville, TX 75057 F~w.naovi6u~ Transmittal No. Voice: 972.221-5558 Fax: 972.219.7089 hick U'Dell ..~ To: City of Coppell Engr. Dept. Date: 1/2o/2W3 Project No- 255 Parkway Blvd AttetltiOri: Rick O'Ipell. Constr., lospector - . --- Coppell, TX 75019 .-- Re: 5alou ou the Creek -- e We are sending you ^ DRAWINGS ^ SHOP DRAWINGS ^ SPECIFICATIONS ^ SAMPLES ^ REPORTS ^ COMPUTER DISKETTE 4000 psi M1X DESIGN Sent By: ^ U.S. MAIL ^ REGISTERED MAIL ^ MESSENGER ^ EXPRESS MAll. ^ ELECTRONIC MAIL ^ PiCK UP ^ BLUE PRINTER _... Copies Date No. Description '4 One (1) 11/25/2002 4 YaRes Redi-Mi C ttte deal f - 4000 psi 'I These are submitted ss checked below: ^ FOR APPROVAL ^ NO EXCEPTIONS TAKEN ^ FOR YOUR USE ^ EXCEPTIONS AS NOTED AS REQUESTED ^ REViSE AND RESUBMTT ^ FOR REVIEW W/COMMENT ^ REJECTED ^ PRICING ^ FOI.T.OW iTP Remarks: _.__. Rick, should yew require additional information pl ur un my cell phone: 972-479~r126. FAX FAX NU.: 972.304.3570 NO.OF FAGE5: Five (3) (INCLUDING '1'H15 COVER) ^ NAND CARRY ^ -~~___ ^ SUBMIT SFECIEIEll ITEM ^ FOR DISTRIBUTION ^ PLEASE ACKNOWLEDGE RECEIPT BY SIGNING BELOW ^ __,_. Copies lJuclosures me a call at our office Job File Gary Willfama -tax 972.436.007,3® RECEIPT ACKNOWLEDC'iED BY DATED: 1/20/2003 x one max Rss or. at cite Bomisate drive approach. SIGNED Prod O. Doutaldsen Date (Irenclos,u~es an uut as eaac~tl, pMsts~e notify us al once) lent By: Tri-Star Construction; 5e~t By: Radi_miX, L.P.; @ Tri-Stor Jan-20-03 17:22; Jan-20.03 d:09Pq; Redi Mix, L. P. SAX To: F Dace: O 1 I~'rnm: ~ This mix pny ques Mobile This tr Moslla Redi-Mix 5517 pen Haltom C~ FI1X: 817 Redi-MEY, L.P. 972 219 7099; 8174855985; cavERSHEET Page 2/5 ' Page 1 ~ is 4000 psi which is also used for 3600 -650 Flex. Should you have please feel fret to calf me. 980-4543 in consists of 1 pages in addition to this cover sheer. Please call 198!7-~Ii9J-~4'0 if you do nat receive oll pages. Highway TX 7b148 Sent By: Tri-Star Construction; 972 219 7099; Jan-20-03 17:22; Page 3/5 gent By:';Redi_mix, L.P.; 8174855985; pan-20-03 4:09PA1; Page 2 ~ _i...a.L-- CVI`~~.f eE~~ CL~i I': PRO.IECT: MIX APt?LICATION: REQUIRED STA PLACEMENT 51 W!C 1~ATIO AiR CONTENT MAX1IHI)M TEA CEAdBNT FLYA$H COARSE AGG. COARSE AGG. LICAT WEICIIT FINE AGG. FIINE ACG. ADMIXTURE ADAIIXTIIRE AAM/~lTU1tE WATER ASTAvI C44 STAN "WREN THE CO: SHALI, SE ENTT CONCRETE MU ADDT$IONAL W. CONCRE'~E~ ON THE CREEK, COPPELL Navelpber25,2002 Mt.X DESIGN NO. 732 APPROACHES 3600PSt ~ 630 FLEX (~ 2a HAYS 3 +/- I INCA 0.45 Lt)/L$ s +i ~ ~ 90 DEGREES F ASTM C750 TYPE UII ASTM c6ta CLASS C ASTM C33 SIZE NO. 37 ASTM C33 517.E NQ ASTM 0330 ASTM C33 ASTM C33 A51'M C494 TYpL A ur D ASTM C494 TYPE P ASTM CZ60 S64 2,87 00p 0.00 sass Il.u 000 1247 7.60 3 - 6 or/e~vt . 00.0 ,2 - ~ orkwt l3S 234 ~ 2700 ~ $PECIFICATION3 FQR READY-MIXED CONCRETE 9TATE3 AS FOLLOWS: TE STRENGTH IS USED AS A BASIS I'OR ACCIGP7'ANC!i, THE M!-NUFACTtTRER TO COPIES OF T65"1' DEPORTS... TAE INDIVIDUAL WHO 5AMPLES AND TESTS CERTIFIED ACI LEVEL T. " ADDE9 IN EXCESS OF SPECO'ff.D 6LUMP IS AT CUSTOMERS RISK! ,~. DIRECTOR 't' RFD1-Mq(, LP, Gtrt1ERAL OFptt'.rel1 X45 NMcNfAUr Dries, Suite 136. Curolhon, Texas 750D7 PHONE (672) 2a2-~666 ..........,.. ~...c. ~.. ;ent By: Tri-Star Construction; 972 219 7099; Jan-20-03 17:22; gent 9y: ,Redi_mix, L.P.; ff . 8174855985; Jan-20-03 a:DgPM; ' Mo732 i i i Frequency Distribution:: 28 Day Comprasaive Strength I ~__; 10 Count - Aversge Standen Range - CoePf Page 4/5 Page 3/a Moving Avg: 3 Air Con 7 day 2b day 28 doy Slump Cont Trap Comp Comp comp in ~ daq F pei pai gsi irrrsr----r~rrr~rra - ran==-xssrrrrrm =--~sa rarrrcvasrza B 3.50. 4.0 86 550 705 849 d 9.00 4.1 91 565 798 76D 30 - 30 30 29 - - 30 -' 28- 3.85 d.4 B3 671 B10 810 eviction ---~- -------~ ------- -------------..-- ----_~--- ------------ 0.48 0.2 8 76 76 45 3.00 4.0 66 550 657 X36 9.50 4.8 92 845 1065 886 t o1 Variation ------- ------- ------~--------- ---------- ------_~~___ 12.3'7 4.09 9.16 11.35 9.37 5.56 .• i' P. 2 gent By: Tri-Star Construction; Sent By:;Redi_mix, L.P.; 972 219 7099; Jan-20-03 17:23; Page 5/5 8174855985; Jan-20-03 4:10PM; Page 4/4 REOI~MIX, INC. 1445 MacARTHUR DAIVE, SUITE 136 CARROLLTON, TX 75007 {972} 242-4550 Frequency Distzibution Analy9is ~ 28 Day Compressive Strength ~ Mix: '!32 F'c: 650 pai 11/25/02 MIX DESCRIPTION F~ ~ry~~Aj~wl~ 732 - ~----~--- 6S0 psi ---------- 11/25/01 {ka,cription 6 SACK-WF{AlAEA Source MULTI-PLANT ~ Moviflg I Avg: 3 Air COn 7 day 28 day 28 day Sampl Slump Cont Tmp Corny Cofip CQmD ID in i deg F psi pai psi ..~rr.rr .s= .es---=r-er:.s~o==er.c=a~~~~~~~es=ve a~-eee~+-er~..e=ea~A~ ]42 4.SD d.8 75 696 838 - 144 3.00 9.5 70 657 877 - lt 3.50 4.3 72 780 862 859 14 9 3.50 4.5 78 745 892 877 24 6 3.00 4.5 80 656 774 843 15 5 9.00 4.8 9B 686 B04 823 27 4 3.50 4.3 88 725 805 794 27 7 4.OU 4.3 90 610 725 778 15 7 3.50 4.3 80 745 882 804 13 2 9.00 4.5 68 823 882 830 13 2 4.00 4.5 68 588 .735 833 15 4 3.00 4.3 87 650 789 800 19 5 4.00 d.5 78 686 774 764 28 5 4.00 4.3 84 600 '160 773 16 1 4.00 9.Z 85 598 718 751 16 4.00 4.3 82 650 .791 756 29 3.50 4.3 85 657 786 765 1T 4.50 4.3 BB 637 769 780 15 4.00 4.3 85 550 657 736 17 9.00 9.2 86 689 820 747 17 1 4.00 9.3 88 745 863 780 17 8 9.50 4.a 88 715 844 '842 17 0 4.50 4.2 90 706 882 863 17 5 4.50 4.2 85 686 833 853 1 '7 4.SU 4.4 85 b27 776 830 24 4 3.00 4.3 92 588 615 808 3 1 2 3.50 4.6 66 845 1065 885 ~ 4 4 6 4.00 4.5 92 - 778 886 P. 2