Gateway BP(2.1)-LR 981111 (2) 9200 King Arthur Ddve
Dallas, Texas 75247-3610
Phone 214/631-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 133 Job No.: 1598-0007 DateCast: 11/11/98
Project: Lucent Technologies - Phase I Specification:4500 psi (~ 28 days
Location: Paving - 100' West; 50' North of North East Quantity Represented: 10/80/150 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
Maximum Load, LBS: 1 14330
Age When Tested, Days: 7 .28 28 Hold
Compressive Strength, PSi: 4040
Average Strength, PSI:
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)IPM 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
CityofCoppell- Garreth Campbell Signed~~ ~)' (~'~ t'llq'l~[
Page. 1 of 2
Test 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.: 133 Job No.: 1598-0007 Date Cast: 11/11/98
Project: Lucent Technologies - Phase I Specification: 4500 psi (~ 28 days
Location: Paving - 85' North of North East Corner of Bldg. Quantity Represented: 10/130/150 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: LI111105 LI111106 LI111107 LI111108
Test Date: 11/18/98
Maximum Load, LBS: 152720
Age When Tested, Days: 7 28 28 Hold
Compressive Strength, PSI: 5400
Average Strength, PSh
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field I 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 MixCode: 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
City of Coppell- Garreth Campbell Sign~
Page. 2 of 2
Test Methods: ASTM C 31, C 39, C 143. C 173, C 192. C 231 and C 1064