Gateway BP(2.1)-LR 981106 (2) Engineering Ca.
9200 King Arthur Drive
Dallas. Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 130 Job No.: 1598-0007 Date Cast: 11/06/98
Project: Lucent Technologies - Phase I Specification: 4500 psi ~;~ 28 days
Location: Paving - 36' East of North East Comer of Bldg. Quantity Represented: 10/20/130 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: 8409
Field Number: LIl10601 LIl10602 LIl10603 LIl10604
Test Date: 11/13/98 12/04/98 12/04/98
Maximum Load, LBS: 125400
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSh 4400
Average Strength, PSI:
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 3 Days, Laboratory From 11/09 Transported By: S. Spinks
Temperature: Ambient 45 °F Mix 69 °F Air Content 3.8 % Slump 7.0 Inches
Time of Sample: 3:30 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix Mix Code: 960 Ticket No.: 14794
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 n'e d~~
City of Coppell- Garreth Campbell ~).
Page. 1 of 2
Test Methods: ASTM C 31. C 39. C 143. C 173. C 192. C 231 and C 1064
[niinurinl Cu.
9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 130 Job No.: 1598-0007 Date Cast: 11/06/98
Project: Lucent Technologies - Phase I Specification: 4500 psi (~ 28 days
Location: Paving - 12'North; 100' West of North East Quantity Represented: 10/109/130 cu. yds.
Comer of Building
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: 8410
Field Number: LIl10605 LIl10606 LIl10607 LIl10608
Test Date: 11/13/98 12/04/98 12/04/98
Maximum Load, LBS: 135820
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSI: 4800
Average Strength, PSI:
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 74 °F Air Content 4.2 % Slump 5.0 Inches
Time of Sample: 5:04 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix Mix Code: 960 Ticket No.: 14803
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 d~~ ~ ~ tlJz°/q;
City of Coppell - Garreth Campbell Sign~ '
Page. 2 of 2
Test Melhods: ASTM C 31, C 39, C 143. C 173, C 192, C 231 and C 1064