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PA0001-CS020131
Schrickel, Rollins and Associates, Inc. Landscape Architecture • Planning • Engineering Transmittal Date: January 31, 2002 To: City o f Cop Mail P.O. Bo 9478 Approval Coppell, Texas 75019 Attention: Larry Da Project: MacArthur Park - Parking Lot Expansion Job No.: SIL # 4017 By: Action: For Your: X Mail X Approval ❑ Express X Review /comment • Courier ❑ Use • Pick-Up ❑ Distribution • FAX ❑ Information/Files ❑ ❑ ❑ to We are sending: x Attached ❑ Under S�re b \A 6 \U� The Following: Action: ❑ Prints ❑ As You Requested ❑ Letter ❑ Please Approve/Correct ❑ Specifications ❑ Approved ❑ Change Order ❑ Approved As Noted X Submittals ❑ Revise And Resubmit ❑ ❑ Return Copies COPIES DATE NO. DESCRIPTION 1 Approved concrete submittal Remarks: From: Henry Parker CC: 1161 Corporate Drive West • Suite 200 • Arlington, Texas 76006 • (817) 649- 3216/Metm 640- 82121FAX (817) 649 -7645 ` " SHOP DR AWING, PRODUCT DATA AND SAMPLE SUBMITTAL PROJECT NAME: RkAz.Awz F kK SUBNHTTAL NUMBER: yl DZ9 - 6 0l DATE SUBMTMD:. 6t- 6 N 7 - DATE REQUESTED FOR RETURN TO CONTRACTOR: (NO LESS THAN 20 DAYS FROM SUBMITTAL DATE) GOVERNING SPECIFICATION NUMBER: NA31E OF SUBCONTRACTOR/SUPPLIER ORIGINATING THIS SUBMITTAL: 9AASaJ (vtJCCV ' INDEX OF ITEMS ENCLOSED '. C O W64f $tt. a?cs 2. 3. 4. 5. 6. 7. 8. 9. X Approved O Approved as Nnud 0 Reeies and Asoubmn 0 Not Approved 0 No Submittal Required Revi**Md only for the limited purpose or chocking for ;eneral - c0r4ormance with the Osdgn and: not X. determine accuracy or POnlpieMMM of other dstaiis such as dimensions and quanti:iee: not to approve means. methods or ^procsd�:fes .af Construction cr {aaleflolon: nor. to review safety precautions. (e /grl) Schrickel, Rollins and Associates, lnc. Randoospe Ard"Wure Planning o Engmsenng - %iks Zvi rnittal has hews 'J f-tv'fvt spiimin Whh regnireme►rts 01 :Afk ud aractdocuments. &UD ALL& $LAS INGo 'NRM TRANSMITTED BY DATE: PROJECT NO. NAME: Byron Lowe TITLE: Project Administrator man mum "'Hanson V, Hamohboncre% "uth Central 8505 11"pod Pkwy N. Ste 200 lrving,Ttxm9 79M U.S.A. Tel: (gr4 sti-ous Fox;(974 62142il0 CONTRACTOR. R a I on: Co DATE: I January 4 2002 PROJECT: AIR CONTENT: WIC WT (QMAACK) 5.04 MO(DESIGN 0: 9363 ASTM C W618 TYPE SPECIMC USE: paMg, kilo% maniflVes, as FLY ASH LBS. 09 IFECIFICATKOM STRENGTH: 3M M2K CONTENT' 6.00 SLUMP: 4+-1 ?' "x AIR CONTENT: WIC WT (QMAACK) 5.04 /C RA MO (LBILB) OR ASTM C W618 TYPE MAX. TEMPERATURE: "S FLY ASH LBS. CONCRETE MUST BE SAMPLED PER ASM C - ITZ : TEST SPECWENS MUST BE MADE AND CURED * ASTM C - MATERIAL CEMENT FLY ASH COARSE AGGREGATE COARSE AGGREGATE FINE AGGREGATE FINE AGGREGATE LIGHTWEIGHT AGGREGATE Tw PROJECT To PLEASE SEND THE TEST RESULTS D N. HOUSTON STREET .WORTH, TEXAS 76106 L:(817)626 -9600 X: tS17162&MO ASTM $jMl)ARW WEIGHTS ASTM C.1150TYPE 564 LOS. CEMENT ASTM C W618 TYPE 0 FLY ASH LBS. ASTM C - ING Lee. C.A. ASTM C ::33 Los. C.A. ASTM C 43 sand 1208 LBILSAND ASTM C j133 ALBS. SAND ASTM C -'4330 LEM LT. WT. ASTM C -1494 TYPE AorD 18.5 OZ. ADMIX. ASTM C;4494 TYPE OZ. ADMIX. ASTM C 31 OZ. A.EJL 252 LOS. WATER CONTROL DEPART ENE ftneer Cxinciete of Texas, Ift. Mix No.: 9363 Cantraredor Strength: 3000 Job: Agg. Size: 1' Lab: Cement: 664 Ib Avervae Fly Ash: Ib 5700 Coarse Aggregate: 1640 Ib 7680 Coarse Aggregate: �� — Iti. Star4ard Oeviation: 558 Fine Aggregate: � Ib Av�tege Strength: 6312 Fine Aggregate: Ib. Admixture: 16 .9 ozi ACI 5.3.2.1 Required average strength. Admixture: oz (1) 3747 psi AEA: 3.7 o {2) 3800 Pei� Water: �2 Ib 5212 Date 8130/00 8/31/00 9/6100 9/6/00 9 /12/00 8/22100 9/22100 9/25/00 9/28/00 9/28100 9129100 10 /2/00 10/9/00 10/12/00 12/12/00 1/5/01 1/9/01 1121101 1/25/01 1/31/01 4/11101 4/20/01 4/24101 4/28101 4/27/01 5/1 /01 512/01 5/3/01 awl 814101 8/10/01 Tem°. 94 78 79 88 88 78 82 87 88 89 89 89 65 87 71 85 84 82 54 58 85 82 68 88 80 80 85 70 98 97 100 SLUM? 2.75 5.25 1.5 4.75 5.5 4 5 4 5 4 4.75 A.15 4 3.75 6 5 7 8.5 6 6 4 4 5 3.5 5 4.5 3.5 4.5 5 4 7. Day 8840 4580 :5280 ;4280 , 4640 74110 .3500 3830 _3520 .3880 3890 3850 4320 3870 3210 3910 3370 2880 3890 3960 4030 :$500 :3400 8390 :4050 4330 :X390 3240 :4820 4250 4360 t Dav 8840 4-56 3280 4280 4840 .4120 3500 3630 3520 ..3880 3590 '590 4320 3970 3210 3910 3440 2960 3590 3980 4030 3550 .3450 38450 41.60 4330 4.480 5100 4820 4280 4380 28 Day 3 Consecutive 28 Day 28 Day Avervae Ave rape 5684- 5700 5880 5507 7680 7440 7580 6263 5870 6090 5880 8373 55W 4900 5230 8223 51 51 51 5320:: 5034- 4904: 4990": 4880 4870:. 5500; 5350:: 5210; 547as 58911= 5200( 5120: 5950 5985 5698 5080 5050 5422 5235 5113 5383 5350 5170 5111 5820 5570 5284 4700 4740 5160 4990 4940 5083 5140 5 49ru= 5220 5175 5085 5540 5322 5212 6040 8050 5516 4720 4750 5374 5080 5035 5278 4970 4925 4903 5530 5425 5128 4990 501U 3120 4780 4840 5092 4730 4880 4903 4990 4935 4878 4980 4930 4908 5450 5475 5113 5050 5200 5202 5040 5125 5287 8310 5890 5405 5750 5820 5612 5150 5175 5628 4990 5055 5350