Gateway BP(2.1)-LR 981118 (2) -'
Englaeerillg Cl.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 123 JobNo.: 1598-0007 DateCast: 11/18/98
Project: Lucent Technologies - Phase I Specification: 3500 psi @ 28 days
Location: Flume - North side of Building; 35' West from Quantity Represented: t 0/20/40 cu. yds.
North East comer of Building
Contractor: Sampled By: M. Boone
Reported To: Catel!us - Robert, McCann By Order Of:
((~ x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 8529
Field Number: LIl11801 LIl11802 LIl11803 LIl111804
Test Date: 11/25/98 11/25/98
Maximum Load, LBS: 103100 102180
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 3650 3620
Average Strength, PSh 3640
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 Mix Code: 908 Ticket Nc.. 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~"~ (~' (~ "~ t ?.,/I / q ~'
Page I of 1
Test Methods: ASTM C 31. C 39, C 143, C 173, C 192, C 231 and C 1064