Gateway BP(2.1)-LR 981012 (2) Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fa~x 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 121 Job No.: 1598-0007 Date Cast: 10/12/98
Project: Lucent Technologies - Phase I Specification: 4000 psi @ 28 days
Location: Paving - 60' S X 170' E of SW Corner of Bldg. Quantity Represented: 10/60/200 CU. yds.
Contractor: Sampled By: S. Spinks
Reported To: Catellus - Robert McCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 8114
Field Number: LI101201 LI101202 LI101203 LI101204
Test Date: 10/19/98 10/19/98 11/09/98 11/09/98
Maximum Load, LBS: 127840 131280
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 4520 4640
Average Strength, PSI: 4580
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I Days, Laboratory From 10/13 Transported By: L. Savage
Temperature: Ambient 71 ~F Mix 75 °F Air Content 4.6 % Slump 5.0 Inches
Time of Sample: 4:30 (AM)/PM Pick-Up Charge: X Yes No
Source of Concrete: Redi-Mix I Mix Code: 915 Ticket No.: 13244
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~ ~) ' ~__~"~ 10/.30/9
Page 1 of 2
Test Methods: ASTM C 31, C 39, C 143. C 173, C 192, C 231 and C 1064
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Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 121 Job No.: 1598-0007 DateCast: 10112/98
Project: Lucent Technologies - Phase I Specification: 4000 psi ~;l 28 days
Location: Paving - 40' S X 80' E of SVV Corner of Bldg. Quantity Represented: 10/1601200 cu. yds.
Contractor: Sampled By: S. Spinks
Reported To: Catellus - Robert McCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 8115
Field Number: LI101205 LI101206 LI101207 LI101208
Test Date: 10/19/98 10/19/98 11/09/98 11/09/98
Maximum Load, LBS: 93230 91970
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 3300 3250
Average Strength, PSh 3280
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 10/13 Transported By: L. Savage
Temperature: Ambient 68 °F Mix 72 °F Air Content 4.1 % Slump 8.5 Inches
Time of Sample: 6:45 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix I Mix Code: 915 Ticket No.: 13263
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?~'~ ~)' (~ ~
Page 2 of 2
Test Melhods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064