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Northpoint Dr-CS020227
9?2 442 4?58 82/27/2882 17:32 972-442-4758 MOSS CONSTRUCTZON PAGE 01/03 Moss ConstruCtion Co., Inc. Utility (;ontractor 3455 West FM 544 * Wylie, Texas 75098 Fax (972) 442~75g Fax Cover Sheet To: Attn: Phone #: From: Fax #: Number of pages including cover sheet: ~ If you have any questions regarding this fax, please call (972) 442-0499. 02/2?/2002 17:32 972-d42-4758 MOSS CONSTRUCTION PAGE 03/03 P|oltt~r (~onOr~to of Texii~, WJ~ Ratio: Concrete nwMt be Wed per ASTM TeiK ilX(~lmen, mult be mede end outed per ASI'M C-31, Cement Fly ~ Lightweight Film ,Aggr~egate Fine Aggregate AS'TM STANDARDS VVEIGI-rI'~ ~'MC-I~I0 T~,L I 611 lbs, Cement ASTM0-a3 ~T 1" 18401bS. C.A. AS'I'~ ~ lbs. C.A. ASTM ~ lbs. Lt. Ih~ A~r~C-4N ~pe AorD 18.3~G~. Admix AsTM 0-4~ Typ~ 0~. Ad~lmJx Quality Control Def:)m'tmem q1,l$~lty Conb'ol I~ 240 Singleton Blvd. DalIM, Texe~ 75212 Phone: (214) 6~,1-8020 Fmc (214) ~51-1810 Pleaee eend the telt i~euibl from ~ Job to the Quality Control Department. 02/27/2002 17:32 9?2-442-4?58 MOSS CONSTRUCTION LATTIMORE MATERIALS COMPANY Client: ~3~ Materials: Cement: Flyesh: Coarse Agg.: Fine Agg.: Admlx;ures: (214} ~/';,~ 4c, 4~; (214} 22 I 4l~4R Type 1, ASTM C- 150, Texas-LeHigh Cement ASTM C-618, Class C. Holnam ASTM C-33,1"- 84 Lattimore Crushed Stone ASTM C-3~. Lattimore Concrete Sand A~TM C.-494. $ika ASTM G-260. Sike I Cubic Yard .B_y, Weigh/ Mix No. 4 Z 42 Strength ~ 28 Days 4000 4200 .^ir Air Cement, lbs ?04 564 Fly Ash, lbs (I 0 C. Agg., lbs 1950 1950 Sand, lbs 1336 1336 Water, lbs :" 237 237 W/R. cz 22.6 22.6 ~ 8 7 3.~ Total Weight 40~ ~' 4087 46 5000 Air 658 1990 1186 250 26.3 4O84 PAGE 02/03 Unit Wt, #/CF 151.37 151.37 151.26 WIC Ratio, # 0.42 0.42 0.38 Fly Ash. % o 0 0 Maximum Tamp, deg. 95 95 95 Max. Slurop, Inches .5 5 5 All', % entrained 3-5 3-5 3-5 * Admixture dosage subject to adjustment as ne,aded (ASTM C-94, Note 7) *" Air content per recommendations of ASTM C-94.7 (Table 3) Lattlroore Reedy Mix guaranlaee Ihe above mix design will achieve the spec/fled strength when testa d and evaluated In ac, cx3rdance with ASTM C-172, C-31, C-3g end C-94 and when th~ recommended procedures for placeroent and curing outltr~ed in ACI 30`5/306 are followed.