Gateway BP(2.1)-LR 980922 (2) ~03 King A,"th~r Drive
Del;as, Texas 75247-3610
.=hone 2'4 53!-4372 Fsx 214/631-4580
CONCRETE COMPRESSION TEST REPORT
Report No.: 114 Job No.: 1598-0007 Date Cast: 09/22/98
kocatie~X~ Paving - ~' S and 5' W of NE Corner Quantity Represented: 10/30/500 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: 7852
Field Number: LI092201 LI092202 LI092203 LI092204
Test Date: 09/29/98 09/29/98 10/20/98 10/20/98
Maximum Load, LBS: 79770 77910
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 2820 2760
Average Strength, PSI: 2790
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 2 Days, Laboratory From 09/24 Transported By: J. Moreland
Temperature: Ambient 76 =F Mix 94 °F Air Content 5.5 % Slump 8.0 Inches
Time of Sample: 3:20 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 908 Ticket No.: 12193
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water: Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution: Cadence UcShane
GDA - Scott McCreary
Haynes Whaley - Mark Thompson d~ q~ ~'~ I0/-//cig
City of Coppell - Garreth Campbell Sign~ '
Page I of 6
Test Methods: ASTM C 31. C 39, C 143. C 173, C 192, C 231 and C 1064
920.3 King Adhur Drive
Da!las. Texas 75247-3610
Fhone 21z 531-4372 Fax 214/6,31-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 114 Jcb No.: 1598-0007 DateCast: 09/22/98
Project: Lucent Technologies I Specification: 3500 psi @ 28 days
Location: Paving - NE Lot 30' S and 10' W of NE Corner Quanti~ Represented: 10/140/500 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: 7853
Field Number: LI092205 LI092206 LI092207 LI092208
Test Date: 09/29/98 09/29/98 10/20198 10120198
Maximum Load, LBS: 99000 99870
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 3500 3330
Average Strength, PSI: 3420
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 2 Days, Laboratory From 09/24 Transported By: J. Moreland
Temperature: Ambient 78 CF Mix 94 °F Air Content 5.6 % Slump 4.5 Inches
Time of Sample: 5:00 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 908 Ticket No.: 12204
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-GarrethCampbell Signe~d"'""~'~ ~). '~),~
Page, 2 of 6
Test Methods: ASTM C 31. C 39, C 143. C 173. C 192. C 231 and C 1064
En;[ne r'i[ g Co.
~203 King A~hur Drive
Da!:as, Texas 75247-3610
Pho.~e 2". 4 531-4372 Fax 214.-"631-4.380
CONCRETE COMPRESSION TEST REPORT
Report No.: 114 Jcb No.: 1598-0007 Date Cast: 09/22/98
Project: Lucent Technologies I Specification: 3500 psi @ 28 days
Location: Paving - NE Lot 60' S and 20' W of NE Comer Quantity Represented: 10/260/500 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: 7854
Field Number: LI092209 LI092210 LI092211 LI092212
Test Date: 09/29/98 09/29/98 10/20/98 10/20/98
Maximum Load, LBS: 81000 85350
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSh 2860 3020
Average Strength, PSh 2940
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 2 Days, Laboratory From 09/24 Transported By: J. Moreland
Temperature: Ambient 78 CF Mix 90 °F Air Content 4.9 % Slump 5.5 Inches
Time of Sample: 6:30 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 908 Ticket No.: 12217
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 Signe_dJ~X~ ~----~.
Page. 3 of 6
Test Methods: ASTM C 31. C 39, C 143. C 173. C 192, C 231 and C 1064
Jr] En 2ineering Go.
9233 King AC, hur Dr!ye
Dalls$, Texas 75247-3610
Phone 2!~' 831-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 114 Job No.: 1598-0007 Date Cast: 09/22/98
Project: Lucent Technologies I Specification: 3500 psi @ 28 days
Location: Paving - NE Lot 120' S and 50' W of NE Corner Quanti,5, Represented: 10/330/500 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: 7855
Field Number: LI092213 LI092214 LI092215 LI092216
Test Date: 09/29/98 09/29~98 10~20~98 10/20/98
Maximum Load, LBS: 74600 74450
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 2640 2630
Average Strength, PSI: 2640
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 2 Days, Laboratory From 09~24 Transported By: J. Moreland
Temperature: Ambient 80 "F Mix 94 ~'F Air Content 5.5 % Slump 6.0 Inches
Time of Sample: 8:10 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 908 Ticket No.: 12231
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 Signe~
City of Coppell - Garreth Campbell
Page. 4 of 6
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064
9200 King A~hur Drive
Da;las, Texas 75247-3610
Phone 21:631-4372 Fax 214.-'531-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 114 Job No.: 1598-0007 DateCast: 09/22/98
Project: Lucent Technologies I Specification: 3500 psi (~ 28 days
Location: Paving - NE Lot 170' S and 50' W of NE Corner Quantity Represented: 10/440/500 CU. yds.
Contractor: Sampled By: L. Savage
Reported To: Catellus - Robed McCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 7856
Field Number: LI092217 LI092218 LI092219 LI092220
Test Date: 09/29/98 09/29/98 10/20/98 10/20/98
Maximum Load, LBS: 80250 81910
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSh 2840 2900
Average Strength, PSI: 2870
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 2 Days, Laboratory From 09/24 Transported By: J. Moreland
Temperature: Ambient 82 °F Mix 100 °F Air Content 5.7 % Slump 6.0 Inches
Time of Sample: 11:00 (AM)/PM Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix MixCode: 908 Ticket No.: 12259
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 Sign~ d~~
City of Coppell - Garreth Campbell .
Page 5 of 6
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064
9200 King Arthur Drive
Dal'.as, Texas 75247-3610
Phone 214 531-4372 Fax 214/631-4380
CONCRETE COMPRESSION TEST REPORT
Report No.: 114 Job No.: 1598-0007 DateCast: 09122/98
Project: Lucent Technologies I Specification: 3500 psi @ 28 days
Location: Paving - NE Lot 190' S and 65' W of NE Corner Quantity Represented: 10/500/530 Cu. yds.
Contractor: Sampled By: L. Savage
Reported To: Catellus - Robed McCann By Order Of:
(6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. IN. Laboratory Number: 7857
Field Number: LI092221 LI092222 LI092223 LI092224
Test Date: 09129/98 09/29/98 10/20/98 10/20/98
Maximum Load, LBS: 76520 78010
Age When Tested, Days: 7 7 28 28
Compressive Strength, PSI: 2710 2760
Average Strength, PSI: 2740
Type Break: Conical (U.N.O.)
Remarks:
Method of Curing: Field 2 Days, Laboratory From 09~24 Transported By: J. Moreland
Temperature: Ambient 98 °F Mix 102 °F Air Content 4.9 % Slump 6.0 Inches
Time of Sample: 12:30 AMI(PM) Pick-Up Charge: Yes X No
Source of Concrete: Redi-Mix Mix Code: 908 Ticket No.: 12275
Fine Aggregate: Unit Weight PCF
Coarse Aggregate:
Water. Yield CF/CY
Cement:
Fly Ash:
Admixture(s):
Distribution: Cadence McShane
GDA - Scott McCrear~
Haynes Whaley - Mark Thompson
CityofCoppelI-GarrelhCampbell Signed'~'~'~ %.
Page. 6 of 6
Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064