Gateway BP(2.1)-LR 981111 EngifleBring Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 133 Job No.: 1598-0007 Date Cast: 11/11/98
Project: Lucent Technologies - Phase I Specification: 4500 psi ~ 28 days
Local~on: Paving - 100' West, 50' North of North East Quantity Represented: 10/60/150 cu. yds.
Corner of Bldg.
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: 8454
Field Number: LIl11101 LIl11102 LIl11103 LIl11104
Test Date: 11/18/98 12/09/98 12/09/98
Maximum Load, LBS: 114330 165640 165940
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSI: 4040 5860 5870
Average Strength, PSI: 5870
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 11/12 Transported By: M. Boone
Temperature: Ambient 36 °F Mix 54 °F Air Content 3.7 % Slump 5.0 Inches
Time of Sample: 5:00 (AM)/PM Pick-Up Charge: Yes × No
Source of Concrete: Redi-Mix MixCode: 960 Ticket No.: 15015
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'n '
Page. 1 of 2
Test Methods: ASTM C 31, C 39, C 143, C 173. C 192, C 231 and C 1064
~X~'w~C,~ Engineering Co.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 133 Job No.: 1598-0007 Date Cast: 11/11/98
Project: Lucent Technologies - Phase I Sped~ication: 4500 psi (~l 28 days
Location: Paving - 85' North of North East Comer of Bldg. Quantity Represented: 101130/150 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: 8455
Field Number: LIl11105 L~111106 LIl11107 LIl11108
Test Date: 11/18/98 12/09/98 12/09/98
Maximum Load, LBS: 152720 179750 181690
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSh 5400 6360 6430
Average Strength, PSI: 6400
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days,. Laboratory From 11/12 Transported By: M. Boone
Temperature: Ambient 40 °F Mix 61 °F Air Content 3.9 % Slump 4.0 Inches
Time of Sample: 6:20 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: '960 Ticket No.: 15027
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~~ ~ (~.~ tT../K./~
City of Coppell - Garreth Campbell Sign~ '
Page 2 of 2
Tesl Melhods: ASTM C 31. C 39, C 143, C 173, C 192. C 231 and C 1064