Gateway BP(2.1)-LR 981001 (2) ingileerlig Gl.
9200 King Arthur Drive
Dallas, Texas 7524%3610
Phone 214/631-.4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT .~-
Report No.: 118 JobNo.: 1598-0007 DateCast: 10/01/98
Project: Lucent Technologies I Specification: 4000 psi (~ 28 days
Location: Paving - 100' S and 100' E of SE Corner of Bldg. Quantity Represented: 10/50/170 cu. yds.
Contractor: Sampled By: J. Moreland
Reported To: Catellus- Robert McCann By Order Of:
·
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 7973
Field Number: 1 LI100101 LI100102 LI100103 LI100104
Test Date: 10/08/98 10/29/98 10/29/98
Maximum Load, LBS: 101190 122740 132030
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSi: 3580 4340 4670
Average Strength, PSh 4505
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 4 Days, Laboratory From 10/05 Transported By: L. Salvage
Temperature: Ambient 76 °F Mix 90 °F Air Content 4.8 % Slump 6.75 Inches
Time of Sample: 5:20 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix #1 Mix Code: 915 Ticket No.: 12819
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~~~ ' ~) ~ I'/fil~
Page. 1 of 2
Test Methods: ASTM C ,~1, C 39, C 143, C 173, C 192, C 231 and C 1064
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9200 King Arthur DdYe
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 118 Job No.: 1598-0007 Date Cast: 10/01/98
Project: Lucent Technologies I Specification: 4000 psi (~ 28 days
Location: Paving - 100' S and 350' E of SE Comer of Bldg. Quantity Represented: 10/90/170 cu. yds.
Contractor: Sampled By: J. Moreland
Reported To: Catellus- Robert McCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 7974
Field Number: 2 LI100105 LI100106 LI100107 LI100108
Test Date: 10/08/98 10/29/98 10/29/98
Maximum Load, LBS: 96840 123590 119050
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSI: 3420 4370 4210
Average Strength, PSh 4290
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 4 Days, Laboratory From 10/05 Transported By: L. Salvage
Temperature: Ambient 76 °F Mix 91 °F Air Content 4.5 % Slump 5.0 Inches
Time of Sample: 6:00 (AM)/PM Pick-Up Charge: Yes No
Source of Concrete: Redi-Mix #1 MixCode: 915 Ticket No.: 12823
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 c~__
City of Coppell - Garreth Campbell Sign~ q~' ~ ~'~ t'\ Iq le[~[
Page. 2 of 2
Test Melhods: ASTM C 31, C 39, C 143. C 173, C 192, C 231 and C 1064