Gateway BP(2.1)-LR 981105 llllleOrill Gl.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 132 Job No.: 1598-0007 Date Cast: 11/05/98
Project: Lucent Technologies - Phase I Specification: 3000 psi (~ 28 days
Location: Paving - 60' West; 15' North of North West Quantity Represented: 10/50/60 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: 8387
Field Number: LIl10501 LIl10502 LIl10503 LIl10504
Test Date: 11/12/98
Maximum Load. LBS: 69930
Age When Tested, Days: 7 28 28 Hold
Compressive Strength. PSI: 2470
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 65 :F Air Content 3.7 % Slump 7.0 Inches
Time of Sample: 6:10 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix Mix Code: 916 Ticket No.: 14719
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
CityofCoppelI-GarrethCampbell signed~.~ ~. (~,~ t,l,,lq,
Page 1 of 2
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064
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9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 2141631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 132 Job No.: 1598-0007 Date Cast: 11/05/98
Project: Lucent Technologies - Phase I Specification: 3000 psi @ 28 days
Location: Paving - 40' West; 13' North of North West Quantity Represented: 10/110/120 cu. yds.
Corner of Bldg.
Contractor: Sampled By: L. Savage
Reported To: Catellus - Robert UcCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 8388
Field Number: LIl10505 LIl10506 LIl10507 LIl10508
Test Date: 11/12/98
Maximum Load, LBS: 119470
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSh 4230
Average Strength, PSh
Type Break: Conical (U.NO.)
Remarks:
Method of Curing: Field 3 Days, Laboratory From 11/09 Transported By: S. Spinks
Temperature: Ambient 43 =F Mix 68 :F Air Content 3.7 % Slump 5.0 Inches
Time of Sample: 8:30 (AM)/PM Pick-Up Charge: Yes No X
Source of Concrete: Redi-Mix Mix Code: 915 Ticket No.: 14738
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~ ~'j ' ~ ~ t,/t~,( ~
Page. 2 of 2
Tesl Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064