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Stoneleigh P1-LR 980910A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 9721620 -8911 - 9721263 -4937 (Metro) FAX, 9721406 -8023 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: 09/10/98 DALLAS, TEXAS PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -287 COPPELL, TEXAS FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: 25' WEST & 25' NORTH OF SW CORNER OF BUILDING 26 DATE PLACED 09/10/98 PLANT WA TIME 11:15 DELIVER TICKET NO. 42653 SLUMP (ASTM C -143) 5 MIX PROPORTIONS (SSD) 82,832 AIR CONTENT (ASTM C -231 ODOR C -173 I]) N/A CEMENT N/A AIR TEMPERATURE 85.0 WATER N/A CONCRETE TEMPERATURE 90.0 FINE AGGREGATE N/A DATE RECEIVED 09/11/98 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY SPARKS ADMIXTURE N/A MIX DATA SUBMITTED BY PIONE =-1231 Speciftcattons 28 SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C417 O COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6 X 12 ") (ASTM C -38) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 613 LAB 09117/98 7 82,832 28.27 2,930 614 LAB 10/08/98 28 28.27 615 LAB 10/08/98 28 28.27 616 LAB HOLD H 28.27 Speciftcattons 28 3,000 REMARKS: "-riders made by ALPHA representative. ❑ Cylinders made by Architects Contractor's representative. Cylinders picked up by ALPHA laboratory. ❑ Cylinders defivered to ALPHA laboratory. ❑ Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. ALPHA TESTING, INC. Respectfully Submitted Geotec:hnical Engineering g Consfruciion Materials Telling g Environmental Engineering g Consulting A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas Texas 75229 9721620 -8911 - 9721263 -4937 (Metro) FAX; 9721406 -8023 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: FIRST WORTHING COMPANY DATE OF ISSUE: 09/10/98 DALLAS, TEXAS PROJECT: STONELEIGH AT RIVERCHASE OUR REPORT NO.: 97060 -286 COPPELL, TEXAS FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: 15' WEST 8r 25' NORTH OF SW CORNER OF BUILDING 6 DATE PLACED 09/10/98 PLANT 27 TIME 14:20 DELIVER TICKET NO. 42664 SLUMP (ASTM C -143) 4 MIX PROPORTIONS (SSD) 80,287 AIR CONTENT (ASTM C-231 00OR C -173 ❑) 4.6 CEMENT N/A AIR TEMPERATURE 89.0 WATER N/A CONCRETE TEMPERATURE 87.0 FINE AGGREGATE N/A DATE RECEIVED 09/11/98 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY LUKMAN ADMIXTURE N/A MIX DATA SUBMITTED BY PIONEER specifications 28 SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-61T I�Oft C -1231 ❑ COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6 X 12 ") (ASTM C -38) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 609 LAB 09/17/98 7 80,287 28.27 2,840 610 LAB 10/08198 28 99,882 28.27 3,530 611 LAB 10/08/98 28 133,083 28.27 4,710 612 LAB HOLD H 28.27 specifications 28 3,000 REMARKS: ; Re tfully Su Itt A T G, INC. tinders made by ALPHA representative. ❑ Cylinders made by Architect's or Contractor's representative. 01 � Cylinders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA laboratory. Compression test results comply with applicable specifications. ❑ Compression lest results do not comply with applicable specifications. u A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 9721620 -8911 - 9721263 -4937 (Metro) FAX: 9721406 -8023 TESTED FOR: FIRST WORTHING COMPANY DALLAS, TEXAS PROJECT: STONELEIGH AT RIVERCHASE COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE OUR REPORT NO 09/10/98 97060 -288 (REVISED 10/5/98) FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: 25' WEST & 25' NORTH OF SW CORNER OF BUILDING 26 DATE PLACED 09110198 PLANT N/A TIME 11:15 DELIVER TICKET NO. 42653 SLUMP (ASTM C -143) 5 MIX PROPORTIONS (SSD) 82,832 AIR CONTENT (ASTM C -231 ❑0OR C -173 ❑) N/A CEMENT N/A AYR TEMPERATURE 85.0 WATER N/A CONCRETE TEMPERATURE 90.0 FINE AGGREGATE N/A DATE RECEIVED 09/11/98 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY SPARKS ADMIXTURE N/A MIX DATA SUBMITTED BY PIONE I Specifications 28 1 - R / SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C417 E C -1231 ❑ COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12 ") (ASTM C-39) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 613 LAB 09/17/98 7 82,832 28.27 2,930 614 LAB 10/08/98 28 99,944 28.27 3,540 615 LAB 10/08/98 28 109,399 28.27 3,870 616 LAB HOLD H 28.27 I Specifications 28 1 3,000 REMARKS: "inders made by ALPHA representative. ❑ Cylinders made by Architects or Contractor's representative. Id' Cylinders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA � laboratory. 0 Compression test resuhs comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. Z ulfly S mitted G, INC.