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ST8805-LR 890725 (2)
Maxim Engineers, Inc. 2342 Faben. ~ Engineenng and P.O. Box 59902 Environmental Dallas, Texas 75229 Consultants 214 247 7575 gOO Concrete Cylinder Test Report Report Date To Project Contractor Concrete Supplier and Plant Location of Placement 07/25/89 sampie Date 07/: L. H. Iacy Company Denton Tapp Road - Coppell, Texas L.H. Lacy Company Gifford-Hill & Company, Inc., plant #2~----- -120 Paving leavout at intersection of DentcmTapp and Bremwood Materials Cement Fly Ash Coarse Aggregate Intermediate Aggregate Fine Aggregate Admixtures: 1. 2. Added Water Source/ SSD Batch Wts. Description (Lbs./Cu./Yd.) 6sack Other Data Time Batched: 10:49 a.~m. Time Sampled: 11:40 a.m. Ticket No.: 235434 Temperature: Ambient Weather ConditiOns: Entrained Air Content 85 Conc,ete 88 Specimen Number 7 8 9 Curing ASTM C-31 Age (Days) 7 28 28 Date Tested 07/24/89 (08/14/89) (08/14/89) Test Method ASTM C-39 Slump In. 4 1/2 Total Load Lbs. 112000 Fracture: Regular (UNO) Compressive Strength P.S.I. 3962 Cylinders Made By: Strength Required P.S.l./days 4000/28 E. S~n Remarks and/or Distribution /Dh L.H. Lacy Oompany - Neva Ransom (2) City of of Coppell - Ron Farr Maxim Enqineers, Inc. Reviewed by: