Gateway BP(2.1)-LR 981106 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 157080 153350
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSi: 4400 5560 5420
Average Strength, PS~: 5490
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 AirContent 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
City of Coppell- Garreth Campbell Signed~~
Page I of 2
Tesl 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.: 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.
Corner 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 176980 184720
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSI: 4800 6260 6530
Average Strength, PSI: 6400
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 3 Days, Laboratory From 11109 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)IPM 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 Sign~d~~% %
City of Coppell - Garreth Campbell . ~
Page 2 of 2
Tesl Methods: ASTM C 31. C 39. C 143, C 173, C 192, C 231 and C 1064