Gateway BP(2.1)-LR 981118 [ngineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 123 Job No.: 1598-0007 Date Cast: 11/18/98
Project: Lucent Technologies - Phase I Specification: 3500 psi @ 28 days
Location: Flume - North side of Building; 35' West from Quantity Represented: ~O/2.0/40 cu. yds.
North East corner of Building
Contractor: Sampled By: U. Boone
Reported To: Catellus - Robert McCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 8529
Field Number: L1111801 LIl11802 LIl11803 LIl111804
Test Date: 11/25/98 11/25/98 12/16/98 12/16/98
Maximum Load, LBS: 103100 102180 135940 132570
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSh 3650 3620 4810 4690
Average Strength, PSI: 3640 4750
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 11/19 Transported By: M. Boone
Temperature: Ambient 72 °F Mix 84 °F Air Content 5.0 % Slump 2.5 Inches
Time of Sample: 11:00 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix MixCode: 908 Ticket No.: 15286
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 Methods: ASTM C 31, C 39. C 143. C 173, C 192, C 231 and C 1064