Gateway BP(2.1)-LR 980928 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 115 Job No.: 1598-0007 Date Cast: 09/28198
Project: Lucent Technologies I Specification: 4000 psi ~ 28 days
Location: Paving - 20' E and 10' S of SE Comer Front Porch Quantity Represented: 10/60/310 CU. yds.
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: 7906
Field Number: LI092801 LI092802 LI092803 LI092804
Test Date: 10/05/98 10/05/98 10/26/98 10/26198
Maximum Load, LBS: 98080 98370 118230 114980
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 3470 3480 4180 4070
Average Strength, PS[: 3480 4125
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I Days, Laboratory From 09~29 Transported By: S. Spinks
Temperature: Ambient 75 °F Mix 94 °F Air Content 4.5 % Slump 6.0 Inches
Time of Sample: 3:45 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 915 Ticket No.; 12592
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 Signer ~ '" '~ (~' ~[' :~ ! ¢j ~
Page 1 of 3
Test Methods: ASTM C 31, C 39, C 143. C 173, C 192, C 231 and C 1064
iiglnearing Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 115 Job No.: 1598-0007 Date Cast: 09/28/98
Project: Lucent Technologies I Specification: 4000 psi ~ 28 days
Location: Paving - 110' E and 30' S of SE Comer Front Porch Quantity Represented: 10/159/310 cu. yds.
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: 7907
Field Number: 2 LI092805 LI092806 LI092807 LI092808
Test Date: 10/05/98 10/05/98 10/26/98 10/26/98
Maximum Load, LBS: 110290 112940 128390 132070
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 3900 3990 4540 4670
Average Strength, PSI: 3950 4605
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 09~29 Transported By: S. Spinks
Temperature: Ambient 80 °F Mix 98 °F Air Content 4.4 % Slump 8.0 inches
Time of Sample: 6:05 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 915' Ticket No.: 12602
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 Coppel! - Garreth Campbell
Signe
Page. 2 of 3
Test Methods: ASTM C 31. C 39. C 143, C 173. C 192, C 231 and C 1064
Engineering Bu.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 115 JobNo.: 1598-0007 DateCast: 09/28/98
Project: Lucent Technologies I Specification: 4000 psi (~ 28 days
Location: Paving - 30' E and 25' S of NE Comer of Building Quantity Represented: 10/248/310 cu. yds.
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: 7908
Field Number: 3 LI092809 LI092810 LI092811 LI092812
Test Date: 10/05/98 10/05/98 10/26/98 10/26/98
Maximum Load, LBS: 112180 102140 134780 138670
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSi: 3970 3610 4770 4900
Average Strength, PSI: 3790 4835
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I Days, Laboratory From 09/29 Transported By: S. Spinks
Temperature: Ambient 82 °F Mix 94 °F Air Content 5.1 % Slump 6.0 Inches
Time of Sample: 8:00 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix MixCode: 915 Ticket No.: 12615
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 .~t~ (~. ~ t 1] ;~/=1~'
Signed ~ ~
Page 3 of 3
Test Methods: ASTM C 31, C 39. C 143, C 173, C lS2, C 231 and C 1064