Gateway BP(2.1)-LR 981105 (2) ~~'~'J'/~C,J~ [ lgle eer ing Cl.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 132 JobNo.: 1598-0007 DateCast: 11/05/98
Project: Lucent Technologies - Phase I Specification: 3000 psi @ 28 days
Location: Paving - 60' West; 15' North of North West Quantity Represented: 10/50/60 cu. yds.
Corner of Bldg.
Contractor: Sampled By: L. Savage
Reported To: Catellus - Robert McCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 8387
Field Number: LIl10501 LIl10502 LIl10503 LIl10504
Test Date: 11/12/98 12~03/98 12/03/98
Maximum Load, LBS: 69930 105290 103820
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSh 2470 3720 3670
Average Strength, PSh 3700
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 3 Days, Laboratory From 11/09 Transported By: S. Spinks
Temperature: Ambient 43 CF Mix 65 °F Air Content 3.7 % Slump 7.0 Inches
Time of Sample: 6:10 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix MixCode: 916 Ticket No.: 14719
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution: Cadence McShane
GDA- Scott McCreary
Haynes Whaiey - Mark Thompson
City of Coppell- Garreth Campbell SignedJ~~ ~). ~)~,~ I?-./10/ ~g
Page 1 of 2
Test Methods: ASTM C 31, C 39, C 143. C 173. C 192, C 231 and C 1064
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 132 Job No.: 1598-0007 Date Cast: 11/05/98
Project: Lucent Technologies - Phase I SpecificalJon: 3000 psi (~ 28 days
Location: Paving - 40' West; 13' North of North West Quantity Represented: 10/110/120 CU. yds.
Comer of Bldg.
Contractor: Sampled By: L. Savage
Reported To: Catellus - Robert McCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SCI. IN. Laboratory Number: 8388
Field Number: LIl10505 LIl10506 LIl10507 LIl10508
Test Date: 11/12/98 1 2/03/98 1 2/03/98
Maximum Load, LBS: 119470 154540 160210
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSh 4230 5470 5670
Average Strength, PSI: 5570
Type Break: Conical (U.N.O.)
Remarks: -
Method of Curing: Field 3 Days, Laboratory From 11/09 Transported By: S. Spinks
Temperature: Ambient 43 °F Mix 68 °F Air Content 3.7 % Slump 5.0 Inches
Time of Sample: 8:30 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix Mix Code: 915 Ticket No.: 14738
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 Signe~,~ (~. (~ ,z/lb ! fl~
Page. 2 of 2
Test Melhods: ASTM C 31. C 39. C 143. C 173. C 192. C 231 and C 1064