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Northpoint Dr-CS020417GLENN THURMAN, INC. P.O. Box 850842 MESQUITE, TEXAS 75185-0842 972-286-6333 TO: City of Coppell Engineering Department 255 Parkway Boulevard Coppell, Texas 75019 We are Sending You: COPIES DATE NO. 1 Concrete Batch De _ETTER OF TRANSMITTAL I 3ate: Apd117, 20021 Job No: ~,ttn: Larry Davis Re: AmberPoint Business Park Coppell, Texas 518 OESCRIPTION :ns (3000 PSI, Machine & 3600 PSI, Hand) These are Transmitted as Checked: For Approval For Your Use As Requested For Review and Comment For Bids Due Approved as Submitted Approved as Noted 19 REMARKS Resumbit __ Copies for Approval Submit __Copies for Distribution Return Corrected Prints Returned for Corrections COPY TO: Jaime Beard, Halff Associates and SIGNED: James Gaspard, Transwestern Commercial Dale Kdegel , cEIlerbee-Walczak, Inc. ONSTRUCTION MATERIALS TESTING REPORT NO.: REPORT OF: FOR: PRO3ECT: DATE: GT02-2328mixdes Concrete Mix Design Glenn Thurman, Inc. Amber Point Business Park @ Coppell 2/7/02 HZ)( DESIGN STRENGTH: SLUMP: CEMENT CONTENT: FLY ASH: AGGREGATE: AGGREGATE: ADMIX: ADMIX: Min. 3000 P.S.I. ~ 28 Days 3" + or- 1" Min. 5 Sack Type Z (Holcim) None F,A, #4-200 Natural Sand (LatUmore-Thackerville) C.A, I 1/2" - #4 Crushed Stone (Hanson-Bridgeport) ASTM C-260 Air Entrainment (Pro Mix) ASTM C-494 Water Reducer (Pro Mix) MI~( # 1 - MACHINE PLACEMENT SP.G. Cement 3.15 470 Fly Ash .... F.A. 2.60 1197 C.A. 2.62 2010 Water # 1.00 232 Admix C-260 4.5% 3.8oz.* Admix C-494 14.1oz.* I CU.YD. S.S.D. MOZSTURE 1 CU. YD. WT. BS. % WET WT. 5.0 1.0 470 1256 2030 153 3.8oz.* 14.1oz.* CU. FT. ABSOLUTE VOLUME 2.391 0.000 7.383 0.000 12.294 3.717 1.215 0.000 27.000 Fresh Unit Wt. c.y. 3909 Fresh Unit Wt. c.f. 144.7 Water/Cement Ratio .493 F.A. - Finess Modulus (F.M.) 2.48 Cd. - Dry Rodded Unit Wt. P.C.F. 104.2 F.A. - Minus -200 .9 C.A. - Minus -200 .7 *Or as recommended by supplier /imj 3909 37.3% F.A. 62.70/0 C.A. Curtis W. Hawk, C.E.T. 6900 So. Freeway, Suite A-1 · Fort Worth, Texos 76134 Office (817) 293-0111 · Fax (817) 293-5~44 a cEIlerbee-Walczak, Inc. ONSTRUCTION MATERIA TESTING REPORT NO.: REPORT OF: FOR: PRO3ECT: DATE: GT02-2329mixdes Concrete Mix Design Glenn Thurman, Znc. Amber Point Business Park O Coppell 2/7/02 MTX DESZGN STRENGTH: SLUMP: CEMENT CONTENT: FLY ASH: AGGREGATE: AGGREGATE: ADMZX: ADMZX: Min. 3600 P.S.I. @ 28 Days Max. 5" Hin, 6 Sack Type I (Holcim) None F.A. #4-200 Natural Sand (Lattimore-Taackerville) C.A. 1 ~/2" - #4 Crushed Stone (Hanson-Bridgeport) ASTM C-260 Air Entrainment (Pro Mix) ASTM C-494 Water Reducer (Pro Mix) MiX # 2 - HAND PLA~:EMENT SP.G. Cement 3.15 564 Fly Ash .... F.A. 2.60 1086 C.A. 2.62 2010 Water # 1.00 245 Admix C-260 4.5% 4.5oz.* Admix C-494 16.9oz. 1 CU.YD. S.S.D. t4OZSTURE 1 CU. YD. INT. LBS. O/o WET WT. 5,0 1.0 564 1140 2030 171 4.50z.* 16.90z.* CU. FT. ABSOLUTE VOLUME 2.869 0.000 6.696 0.000 12.294 3,926 1.215 0.000 27.000 Fresh Unit Wt. ¢.y. 3905 Fresh Unit Wt. c.f. 144.6 Water/Cement Ratio .434 F.A. - Finess Modulus (F.M.) 2.48 C.A. - Dry Rodded Unit Wt. P.C.F. 104.2 FJ~ - Minus -200 .9 C.A. - Minus -200 .7 *Or as recommended by supplier /imj 3905 35.1°/o F.A. 64.9% C.A. Curtis W. Hawk, C.E.T. 6900 So. Freeway, Suite A-1 · Fort Worth, Texas 76134 Office (817) 293-0111 · Fax (817) 293-56~.~, , cEIlerbee-Walczak, Inc. ONSTRUCTION MATERIALS TESTING REPORT NO: REPORT OF: FOR: PRO3ECT: DATE: METHOD: MATER/AL SOURCE: GT02-2330flagg Analysis of Fine Aggregate Glenn Thurman, Inc. Amber Point Business Park O Coppell 1/30/02 ASTM C33, Cl17, C128~, D75, D2419 Lattlmore - Thackerville S~EVE 3/8" #4 #8 #16 #30 #50 #100 SPEC/F/CA'r/ONS PERCENT PERCENT 100 100 96.5 95-100 91.6 80-100 84.9 50-85 56.6 25-60 20.2 5-30 2.0 0-10 F/NENESS MODULUS = 2.48 SPECIfiC GRAVI'rY = 2.60 °/o MINUS 200 = .9°/o /lmj Thurman-Matthew Armstrong Curtis W. Hawk, C.E.T. 6900 So. Freeway, Suite A-1 · Fort Won'h, Texas 76134 Office (817) 293-0111 · Fax (817) 293-5644