Gateway BP(2.1)-LR 981028 Engineering Ca.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 128 Job No.: 1598-0007 Date Cast: 10/28/98
Project: Lucent Technologies - Phase I Specification: 3500 psi @ 28 days
Location: Paving - 45' South; 83' West of South West comer Quantity Represented: 10/50/320 cu. yds.
Of Building.
Contractor: Sampled By: S. Spinks
Reported To: Catellus - Robert McCann Ry Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 8331
Field Number: LI102801 LI102802 LI102803 LI102804
Test Date: 11/04/98 11/04/98 11/25/98 11125198
Maximum Load, LBS: 80790 82180 109450 104570
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 2860 2910 3870 3700
Average Strength, PSI: 2890 3785
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I Days, Laboratory From 10/29 Transported By: L. Savage
Temperature: Ambient 63 °F Mix 82 °F Air Content 4.2 % Slump 7.0 Inches
Time of Sample: 4:15 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix 10 Mix Code: 908 Ticket No.: 108767
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 Sig~~ ~) ~)_ t ~./i/'t ?
City of Coppell - Garreth Campbell . ~.
Page I of 4
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.: 128 Job No.: 1598-0007 Date Cast: 10/28198
Project: Lucent Technologies- Phase I Specification: 3500 psi ~ 28 days
Location: Paving - 2' North; 90' West of South West corner Quantity Represented: 10/109/320 cu. yds.
of Building.
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: 8332
Field Number: LI102805 LI10280§ LI102807 LI102808
Test Date: 11/04/98 11/04/98 11125198 11/25/98
Maximum Load, LBS: 95150 96290 112850 119030
Age When Tested, Days: 7 7 28 28
'Compressive Strength, PSh 3370 3410 3990 4210
Average Strength, PSI: 3390 4100
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 10/29 Transported By: L. Savage
Temperature: Ambient 67 °F Mix 83 °F Air Content 5.1 % Slump 4.25 Inches
Time of Sample: 5:15 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix 10 MixCode: 908 Ticket No.: 108773
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'L/I ] ~Jg
Page. 2 of 4
Test Melhods: 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.: 128 Job No.: 1598-0007 Date Cast: 10/28198
Project: Lucent Technologies - Phase I Specification: 3500 psi (~ 28 days
Location: Paving - 66' North; 140' West of South West Comer Quantity Represented: 10/268/330 cu. yds.
of Building.
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: 8333
Field Number: LI102809 LI102810 LI102811 LI102812
Test Date: 11/04/98 11/04/98 11/25/98 11/25/98
Maximum Load, LBS: 95470 96890 123050 119110
Age When Tested, Days: 7 7 28 28
' Compressive Strength, PSh 3380 3430 4350 4210
Average Strength, PSI: 3410 4280
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 10/29 Transported By: L. Savage
Temperature: Ambient 72 °F Mix 81 °F Air Content 4.4 % Slump 5.25 Inches
Time of Sample: 8:20 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix 10 Mix Code: 908 Ticket No.: 108789
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution: Cadence McShane
GDA - Scott McCreaPj
Haynes Whaley- Mark Thompson Z.//
City of Coppell - Garreth Campbell Signed~ q~. ~ ~ I ! ~
Page. 3 of 4
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064
9200 King A~thur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 128 Job No.: 1598-0007 Date Cast: 10/28/98
Project: Lucent Technologies - Phase I Specification: 3500 psi (~ 28 days
Location: Paving - 12' North; 42' West of North West Comer Quantity Represented: 10/318/330 cu. yds.
of Building.
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: 8334
Field Number: LI102813 LI102814 LI102815 LI102816
Test Date: 11/04/98 11/04/98 11/25198 11/25198
Maximum Load, LBS: 84250 76500 103960 100010
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSh 2980 2710 3680 3540
Average Strength, PSh 2850 3610
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I Days, Laboratory From 10/29 Transported By: L. Savage
Temperature: Ambient 73 °F Mix 83 °F Air Content 3.9 % Slump 7.0 Inches
Time of Sample: 9:05 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix 10 Mix Code: 908 Ticket No.: 108797
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 .~~ I~. ~.~ I~/I/~
City of Coppell - Garreth Campbell Signe~l .
Page. 4 of 4
Test Melhods: ASTM C 31, C 39, C 143, C 173. C 192, C 231 and C 1064