Gateway BP(2.1)-LR 981026 (2) 9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 126 JobNo.: 1598-0007 DateCast: 10/26/98
Project: Lucent Technologies - Phase I Specification: 4000 psi (~ 28 days
Location: Paving - 40' E X 10' N of SW Comer of Bldg. Quantity Represented: 10/10/300 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. 8275
Field Number: LI102601 LI102602 LI102603 LI102604
Test Date: 11/02/98 11/02/98 11 ~23~98 11/23/98
Maximum Load, LBS: 91430 92780 118070 123230
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSi: 3230 3280 4180 4360
Average Strength, PSI: 3260 4270
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 10/27 Transported By: L. Savage
Temperature: Ambient 59 °F Mix 72 °F Air Content 5.3 % Slump 6.0 Inches
Time of Sample: 4:00 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix MixCode: 915 Ticket No.: 108613
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
Sig
Page 1 of 3
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064
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9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 126 Job No.: 1598-0007 Date Cast: 10/26/98
Project: Lucent Technologies - Phase I Specification: 4000 psi (~ 28 days
Location: Paving - 20' S X 40' W of SW Corner of Bldg. Quantity Represented: 10/139/270 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: 8276
Field Number: LI102605 LI102606 LI102607 LI102608
Test Date: 11/02/98 11/02/98 11/23/98 11/23/98
Maximum Load, LBS: 85940 84990 113360 113930
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSh 3040 3010 4010 4030
Average Strength, PSh 3030 4020
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 10/27 Transported By: L. Savage
Temperature: Ambient 63 °F Mix 72 °F Air Content 4.9 % Slump 5.5 Inches
Time of Sample: 6:30 (AM)IPM Pick-Up Charge: Yes No
Source of Concrete: Redi-Mix MixCode: 915 Ticket'No.: 108626
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 ed~
City of Coppell - Garreth Campbell
Sign
Page. 2 of 3
Test Methods: ASTM C 31, C 39, C 143. C 173, C 192. C 231 and C 1064
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9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 126 JobNo.: 1598-0007 DateCast: 10/26/98
Project: Lucent Technologies - Phase I Specification: 4000 psi (~ 28 days
Location: Paving - 30' S of SW Comer of Bldg. Quantity Represented: 10/209/220 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: 8277
Field Number: LI102609 LI102610 LI102611 LI102612
Test Date: 11/02/98 11/02/98 11/23/98 11/23/98
Maximum Load, LBS: 87220 89420 114490 114210
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 3080 3160 4050 4040
Average Strength, PSh 3120 4050
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 10/27 Transported By: L. Savage
Temperature: Ambient 63 °F Mix 74 °F Air Content 4.7 % Slump 5.0 Inches
Time of Sample: 8:45 (AM)/PM Pick-Up Charge: Yes No
Source of Concrete: Redi-Mix Mix Code: 915 Ticket No.: 108637
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 ed~'~
City of Coppell - Garreth Campbell (~.
Sign
Page 3 of 3
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064