Gateway BP(2.1)-LR 981026 [agineeriag Ce.
9200 King Arthur Drive
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 126 Job No.: 1598-0007 Date Cas~: 10/26/98
Project: Lucent Technologies - Phase I Specification: 4000 psi (~ 28 days
Location: Paving - 40' E X 10' N of SW Comer of Bldg. Quantity Represented: 10/10/300 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: 8275
Field Number: LI102601 LI102602 LI102603 LI102604
Test Date: 11/02/98 11/02/98
Maximum Load, LBS: 91430 92780
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 3230 3280
Average Strength, PSI: 3260
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 10/27 Transported By: L. Savage
Temperature: Ambient 59 °F Mix 72 °F Air Content 5.3 % Slump 6.0 Inches
Time of Sample: 4:00 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 915 Ticket No.: 108613
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 Signsd~'~ (~ ~j II/q
City of Coppell - Garreth Campbell ' ~ l ~1 ~
Page. I of 3
Test Methods: 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.: 126 Job No.: 1598-0007 Date Cast: 10/26/98
Project: Lucent Technologies - Phase I Specification: 4000 psi @ 28 days
Location: Paving - 40' E X 10' N of SW Comer of Bldg. Quantity Represented: 10/139/270 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: 8276
Field Number: LI102605 LI102606 LI102607 LI102608
Test Date: 11/02/98 11/02/98
Maximum Load, LBS: 85940 84990
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSi: 3040 3010
Average Strength, PSh 3030
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 1 Days, Laboratory From 10/27 Transported By: L. Savage
Temperature: Ambient 63 °F Mix 72 °F Air Content 4.9 % Slump 5.5 Inches
Time of Sample: 6:30 (AM)/PM Pick-Up Charge: Yes No
Source of Concrete: Redi-Mix MixCode: 915 Ticket No.: 108626
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 Signed ~
City of Coppell - Garreth Campbell .
Page. 2 of 3
Test Methods: AS'TM 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 214/631~0
CONCRETE COMPRESSION TEST REPORT
Report No.: 126 Job No.: 1598-0007 Date Cast: 10/26/98
Project: Lucent Technologies - Phase I Specification: 4000 psi (~ 28 days
Location: Paving - 30' S of SW Comer of Bldg. Quantity Represented: 101209/220 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: 8277
Field Number: LI102609 LI102610 LI102611 LI102612
Test Date: 11/02/98 11/02/98
Maximum Load, LBS: 87220 89420
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSh 3080 3160
Average Strength, PSi: 3120
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I Days, Laboratory From 10/27 Transported By: L. Savage
Temperature: Ambient 63 °F Mix 74 °F Air Content 4.7 % Slump 5.0 Inches
Time of Sample: 8:45 (AM)/PM Pick-Up Charge: Yes No
Source of Concrete: Redi-Mix Mix Code: 915 Ticket No.: 108637
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 ~-4
City of Coppell - Garreth Campbell ~ ~ ~ tt/q/~ ~c
Sign ' ~
Page. 3 .of 3
Test Methods: ASTM C 31, C 39. C 143, C 173, C 192. C 231 and C 1064