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Gateway BP(2.1)-LR 980922 9200 King Arthur Drive Da::as, Texas 75247-3610 Phone 214.631-4372 Fax 214.'631-4380 CONCRETE COMPRESSION TEST REPORT Repcrt No.: 114 Job No.: 1598-0007 Date Cast: 09/22/98 Pro~ect: Lucent Technologies I Specification: 3500 psi @ 28 days Loca:;cn: Paving - NE Lot 5' S and 5' W of NE Corner Qt;anti~ Represented: 10/30/500 cu. yds. Contractor: Sampled By: L. Savage Reported To: Catellus - Robert McCann By Order Of: (6 × 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 102890 1081 80 Age When Tested, Days: 7 7 28 28 Compressive Strength, PSi: 2820 2760 3640 3830 Average Strength. PSI: 2790 3740 Type Break: Conical (U.N.~.) 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 MixCode: 908 Ticket No.: 12193 Fine Aggregate: Unit Weight PCF Coarse Aggregate: Water: Yield CF/CY Cement: Fly Ash: Admixture(s): Distribution: Cadence MoShane GDA - Scott McCreary Haynes Whaley - Mark Thompson ~d~f-~J.~t.~ City of Coppel,- Garreth Campbell ~) ~) ,0/z.']/~, Sign ' ~nnnnn~ Page I of 6 Tes! Melhods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064 .~2C',0 King Arthur Drive Da:.'as, Texas 75247-36!0 Fho.~e 2:z'531-,~372 Fax 214/631-4380 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 Quantity Represented: 10/140/500 cu. yds. Contractor: Sampled By: L. Savage RepoSed 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 10/20/98 10/20/98 Maximum Load, LBS: 99000 99870 131160 130250 Age When Tested, Days: 7 7 28 28 Compressive Strength, PSI: 3500 3330 4640 4610 Average Strength, PSI: 3420 4630 Type Break: Conical (U.N.C).) Remarks: Method of Curing: Field 2 Days, Laboratory From 09/24 Transported By: J. Moreland Temperature: Ambient 78 --F Mix 94 CF 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 ed~.4~ I'/z' /~i~ City of Coppell - Garreth Campbell Sign ~' ~ ~ Page 2 of 6 Test Melhods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064 9200 King Arthur Drive Da;;as, Texas 75247-3610 Phone 214 531-4372 F&x 214..'631-4380 CONCRETE COMPRESSION TEST REPORT Report No.: 114 Job No.: 1598-0007 Date Cast: 09/22/98 Project: Lucent Technologies I Specification: $500 psi @ 28 days Location: Paving - NE Lot 60' S and 20' W of NE Corner Quantity Represented: 10/260/500 cu. yds. Contractor: Sampled By: L. Savage RepoSed To: Catellus - Robed McCann By Order Of: (6 x 12 Inch) Nominal Cy!inder 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 110140 110580 Age When Tested, Days: 7 7 28 28 Compressive Stren~cth, PSI: 2860 3020 3900 $910 Average Strength, PSh 2940 $910 Type Break: Conical (U.N.©.) Remarks: Method of Curing: Field 2 Days, Laboratory From 09/24 Transpor[ed By: J. Moreland Temperature: Ambient 78 =F 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 Aggre§ate: 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 CampbellSigne Page. 3 of 6 Tes! Methods: ASTM O 31, C 39, C 143, C 173, C 192, C 231 and C 1064 .'2200 King Arthur Drive D~-:'as, Texas 75247-3610 Phone 2:4 631-4372 F&x 214/631-4380 CONCRETE COMPRESSION TEST REPORT Report No.: 114 .;cb No.: 1598-0007 Date Cast: 09/22/98 Prcject: Lucent Technologies I Specification: 3500 psi @ 28 days Location: Paving - NE Lot 120' S acd 50' W of NE Corner QuantiW Represented: 10/330/500 CU. yds. Contractor: Samp',ed By: L. Savage Reported To: Catellus - Robert McCann By Order Of: (6 x 12 Inch) Nominal Cy;inder 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 99570 100080 Age When Tested, Days: 7 7 28 28 Compressive Strength, PSh 2640 2630 3520 3540 Average Strength, PSI: 2640 3530 Type Break: Conical (UNO.) 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 CityofCoppelI-GarrethCampbell Signed~ % ' Page. 4 of 6 Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064 9200 King Arthur Drive D~"as, Texas 752.4,7-3610 Phone 2;4 531-4372 F&x 214..'631-4380 CONCRETE COMPRESSION TEST REPORT Repc~ No.: 114 .;cb No · 1598-0007 Date Cast: 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 RepoSed To: Catellus - Robed McCann By Order Of: (6 x 12 Inch) Nominal Cylinder Size: Area-28.27 SQ. !,% Laboratory Number: 7856 Field Number: LI092217 LI092218 L1092219 LI092220 Test Date: 09/29/98 09/29/98 10/20/98 10/20/98 Maximum Load, LBS: 80250 81910 98790 102070 Age When Tested, Days: 7 7 28 28 Compressive Strength, PSI: 2840 2900 3490 3610 Average Strength, PSh 2870 3550 Type Break: Conical (U.N.O.) Remarks: Method of Curing: Field 2 Days, Laboratory From 09/24 Transported By: J. Moreland Temperature: Ambient 82 CF 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 Mix Code: 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-MarkThompso. City of Coppell - Garreth Campbell Sign~ ' 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 Da!:as, Texas 75247-3610 Phsr, e 214 631-4372 Fax 2!4/631-4380 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 Locaticn: 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 - Robert 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: 09/29/98 09t29/98 10/20/98 10/20/98 Maximum Load, LBS: 76520 78010 114250 98460 Age When Tested, Days: 7 7 28 28 Compressive Strength, PSI: 2710 2760 4040 3480 Average Strength, PSI: 2740 3760 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 McCreary Haynes Whaley - Mark Thompsond City of Coppell - Garreth Campbell Signe Page 6 of 6 Test Methods: ASTM C 31, C 39, C 143, C 173, C 192, C 231 and C 1064