Gateway BP(2.1)-LR 981109 (2) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 131 JobNo.: 1598-0007 DateCast: 11/09/98
Project: Lucent Technologies - Phase I Specification:4000 psi (~ 28 days
Location: Paving - 40' North; 140' East of North West Quantity Represented: 10/140/170 cu. yds.
Corner of Bldg.
Contractor: Sampled By:. S. Spinks
Reported To: Catellus - Robert McCann By Order Of:
($ x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 8448
Field Number: LIl10901 LIl10902 LIl10903 LIl10904
Test Date: 11/12/98
Maximum Load, LBS: 106730
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSI: 3770
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 3 Days, Laboratory From 11/12 Transported By: M. Boone
Temperature: Ambient 57 °F Mix 64 °F Air Content 4.6 % Slump 5.0 Inches
Time of Sample: 7:30 (AM}IPM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 915 Ticket No.: 14895
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution: Cadence McShane
GDA - Scott McCreary
Haynes Whaley - Mark Thompson
City of Coppell - Garreth Campbell Signed~'~ ~;~'
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Test Melhods: ASTM C 31. C 39, C 143, C 173, C 192, C 231 and C 1064