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ST9302-LR 991208A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 9721620 -8911 - 9721263 -4937 (Metro) FAX: 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS DATE OF ISSUE PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 OUR REPORT NO COPPELL, TEXAS I2 1-- Cylinders made by ALPHA representative. ❑ Cylinders made by Architect's or Contractor's representative. ICS Cylinders picked up by ALPHA laboratory. FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 49 +00 DATE PLACED 10/22/99 TIME 17:15 SLUMP (ASTM C -143) 3 AIR CONTENT (ASTM C -231 ❑ OR C -173 14r 4.75 AIR TEMPERATURE 89 CONCRETE TEMPERATURE 93 DATE RECEIVED 10/25/99 FIELD DATA SUBMITTED BY KALU MIX DATA SUBMITTED BY TXI SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 0 PLANT N/A DELIVER TICKET NO. 20301 MIX PROPORTIONS (SSD) AREA CEMENT N/A WATER N/A FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A 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 94 LAB 10/29/99 7 101,545 28.27 3,590 95 LAB 11/19/99 28 121,631 28.27 4,300 96 LAB 11/19/99 28 120,322 28.27 4,260 97 LAB HOLD H 28.27 I Speclifications 28 1 3,500 REMARKS REPORT OF CONCRETE COMPRESSION TEST ❑ Cylinders delivered to ALPHA laboratory. pression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. 10/22/99 (REVISED 12/8/99) 98881 -100 Res 7HATEST ly Submitted AL Geotechnical Engineering ■ Construcfion Materials Testing ■ Environmental Engineering ■ Consulfing A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 972/620 -8911 - 9721263 -4937 (Metro) FAX: 9721406 -8023 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: CITY OF COPPELL COPPELL, TEXAS PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 COPPELL, TEXAS DATE OF ISSUE OUR REPORT NO 13--,Cylinders made by ALPHA representative. ❑ Cylinders made by Architect's �,� or Contractor's representative. [? picked up by ALPHA laboratory. FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 45 +50 DATE PLACED 10/25/99 TIME 10:15 SLUMP (ASTM C -143) 2 AIR CONTENT (ASTM C -231 ❑ OR C -173 2F' 4.25 AIR TEMPERATURE 72 CONCRETE TEMPERATURE 74 DATE RECEIVED 10/26/99 FIELD DATA SUBMITTED BY S.C. MIX DATA SUBMITTED BY TXI SPECIMENS CAPPED IN ACCORDANCE WITH ASTM ,. / C-617 El OR C -1231 a PLANT N/A DELIVER TICKET NO. 20319 MIX PROPORTIONS (SSD) AREA CEMENT N/A WATER N/A FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A 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 98 LAB 11/01/99 7 85,407 28.27 3,020 99 LAB 11/22/99 28 103,336 28.27 3,660 100 LAB 1.1/22/99 28 102,533 28.27 3,630 101 LAB HOLD H 28.27 specifications 28 1 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK ❑ Cylinders delivered to ALPHA laboratory. Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. 10/25/99 (REVISED 12/8/99) 98881 -101 Respectfu AL HA TESTING, IN Geotechnical Engineering a ,Construction Materials Teshng ■ Environmental Engineering ■ Consufhng A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 700 Dallas, Texas 75229 972/620 -897 7 - 9721263 -4937 (Metro) FAX 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS DATE OF ISSUE PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 OUR REPORT NO COPPELL, TEXAS 10/25/99 (REVISED 12/8/99) 98881 -102 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 42 +00 DATE PLACED 10/25/99 TIME 14:20 SLUMP (ASTM C -143) 2.25 AIR CONTENT (ASTM C -231 ❑ OR C -173 D► 4.5 AIR TEMPERATURE 76 CONCRETE TEMPERATURE 80 DATE RECEIVED 10/26/99 FIELD DATA SUBMITTED BY S.C. MIX DATA SUBMITTED BY TXI SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ❑ OR C -1231 G PLANT N/A DELIVER TICKET NO. 20343 MIX PROPORTIONS (SSD) AREA CEMENT N/A WATER N/A FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A 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 102 LAB 11/01/99 7 87,599 28.27 3,100 103 LAB 11/22/99 28 100,386 28.27 3,550 104 LAB 11/22/99 28 101,518 28.27 3,590 105 LAB HOLD H 28.27 5peclflcations 28 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK REPORT OF CONCRETE COMPRESSION TEST [3 Cylinders made by ALPHA representative. ❑ Cylinders made by Architect's ��- or Contractor's representative. 12 Cylinders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA �/ laboratory. L�J Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. 0 z pe Submitted H S C. Geotechnical Engineering ■ Construction Materials Tesffng ■ Environmental Engineering ■ Consulting A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 9721620 -8911 - 9721263 -4937 (Metro) FAX 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 COPPELL, TEXAS DATE OF ISSUE: 10/26/99 (REVISED 12/8/99) OUR REPORT NO.: 98881 -103 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 37 +25 DATE PLACED 10/26/99 PLANT N/A TIME 9:37 DELIVER TICKET NO. 20367 SLUMP (ASTM C -143) 2 MIX PROPORTIONS (SSD) 80,626 AIR CONTENT (ASTM C -231 ❑ OR C -173 9 — 4.25 CEMENT N/A AIR TEMPERATURE 72 WATER N/A CONCRETE TEMPERATURE 74 FINE AGGREGATE N/A DATE RECEIVED 10/27/99 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY S.C. ADMIXTURE N/A MIX DATA SUBMITTED BY TXI specificatlons 28 SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR 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 106 LAB 11/02/99 7 80,626 28.27 2,850 107 LAB 11/23/99 28 107,250 28.27 3,790 108 LAB 11/23/99 28 105,442 28.27 3,730 109 LAB HOLD H 28.27 specificatlons 28 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK blinders made by ALPHA representative. ❑ Cylinders made by Architect's or Contractors representative. �nders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA ��,, laboratory. LYCompression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. 0 R ctfully Submitted ALPHA ,I Geotechnical Engineering ■ Corwh chop Materials Teshng a Environmental Engineering ■ Consu" A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 9721620 -8911 - 9721263 -4937 (Metro) FAX: 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 COPPELL, TEXAS DATE OF ISSUE OUR REPORT NO 10/26/99 (REVISED 12/8/99) 98881 -104 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 35 +00 DATE PLACED 10/26/99 PLANT N/A TIME 12:30 DELIVER TICKET NO. 20397 SLUMP (ASTM C -143) 2.5 MIX PROPORTIONS (SSD) 87,050 / [I � AIR CONTENT (ASTM C -231 OR C -173 �) 5 CEMENT N/A AIR TEMPERATURE 86 WATER N/A CONCRETE TEMPERATURE 88 FINE AGGREGATE N/A DATE RECEIVED 10/27/99 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY S.C. ADMIXTURE N/A MIX DATA SUBMITTED BY TXI s 28 SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 LT 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 110 LAB 11/02/99 7 87,050 28.27 3,080 111 LAB 11/23/99 28 111,219 28.27 3,930 112 LAB 11/23/99 28 109,918 28.27 3,890 113 LAB HOLD H 28.27 s 28 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK I23 made by ALPHA representative. ❑ Cylinders made by Architect's or Contractors representative. Cylinders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA laboratory. Lfl Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. 7 Res ully Submitted T ING Geotechnical Engineering ■ Construction Materials Testing ■ Environmental Engineering I Consulting A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 9721620-8917 - 9721263 -4937 (Metro) FAX: 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE: PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 OUR REPORT NO COPPELL, TEXAS 10/27/99 (REVISED 12/8/99) 98881 -106 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 35 +00 DATE PLACED 10/27/99 PLANT N/A TIME 13:25 DELIVER TICKET NO. 18810 SLUMP (ASTM C -143) 2 MIX PROPORTIONS (SSD) 70,006 AIR CONTENT (ASTM C -231 ❑ OR C -173 Qr 4.5 CEMENT N/A AIR TEMPERATURE 83 WATER N/A CONCRETE TEMPERATURE 84 FINE AGGREGATE N/A DATE RECEIVED 10/28/99 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY S.C. ADMIXTURE N/A MIX DATA SUBMITTED BY TXI specifications 28 SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ❑ OR C -1231 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12 - ) (ASTM C39) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 118 LAB 11/03/99 7 70,006 28.27 2,480 119 LAB 11/24/99 28 99,590 28.27 3,520 120 LAB 11/24/99 28 100,946 28.27 3,570 121 LAB HOLD H 28.27 specifications 28 1 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK Cylinders made by ALPHA representative. ❑ Cylinders made by Architect's or Contractors representative. Cylinders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA laboratory. Er-compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. Z LP s ully Submitted HA TESTIN C. Geotechnical Engineering ■ Construction Materials Testing I Environmental Engineering ■ Consu" A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 972/620 -8911 - 972/263 -4937 (Metro) FAX: 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 COPPELL, TEXAS DATE OF ISSUE OUR REPORT NO Cylinders made by ALPHA representative. ❑ Cylinders made by Architect's or Contractors representative. L;-'6ylinders picked up by ALPHA laboratory. FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 22 +50 DATE PLACED 10/28/99 PLANT N/A TIME 10:15 DELIVER TICKET NO. 18742 SLUMP (ASTM C -143) 3 MIX PROPORTIONS (SSD) 95,418 AIR CONTENT (ASTM C -231 ❑ OR C -173 C3- '4.5 CEMENT N/A AIR TEMPERATURE 72 WATER N/A CONCRETE TEMPERATURE 74 FINE AGGREGATE N/A DATE RECEIVED 10/29/99 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY S.C. ADMIXTURE N/A MIX DATA SUBMITTED BY TXI s 28 SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ❑ OR C -1231 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6 X 12 ") (ASTM C39) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 122 LAB 11/04/99 7 95,418 28.27 3,380 123 LAB 11/25/99 28 113,733 28.27 4,020 124 LAB 11/25/99 28 115,860 28.27 4,100 125 LAB HOLD H 28.27 s 28 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK ❑ Cylinders delivered to ALPHA �, / laboratory. 13 Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. 10/28/99 (REVISED 12/8/99) 98881 -107 R ctfully Submitte ALP NG, INC. Geotechnical Engineering ■ Construction Materials Testing ■ Environmental Engineering ■ Consulting A ALPHA TESTING, INC. 2209 Wisconsin St„ Suite 100 Dallas, Texas 75229 9721620 -8911 - 9721263 -4937 (Metro) FAX: 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS DATE OF ISSUE: PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 OUR REPORT NO COPPELL, TEXAS 10/28/99 (REVISED 1218/99) 98881 -108 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 19 +50 DATE PLACED 10/28/99 TIME 13:25 SLUMP (ASTM C -143) 3 AIR CONTENT (ASTM C -231 ❑ OR C -173 2r 4.5 AIR TEMPERATURE 80 CONCRETE TEMPERATURE 84 DATE RECEIVED 10/29/99 FIELD DATA SUBMITTED BY S.C. MIX DATA SUBMITTED BY TXI —/ SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 Ll PLANT N/A DELIVER TICKET NO. 18761 MIX PROPORTIONS (SSD) AREA CEMENT N/A WATER N/A FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A 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 126 LAB 11/04/99 7 94,984 28.27 3,360 127 LAB 11/25/99 28 114,869 28.27 4,060 128 LAB 11/25/99 28 116,509 28.27 4,120 129 LAB HOLD H 28.27 Specifications 28 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK REPORT OF CONCRETE COMPRESSION TEST a Cylinders made by ALPHA representative. ❑ Cylinders made by Architect's or Contractor's representative. ❑Minders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA � ' laboratory. LJ Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. U Respectfull mitted A TESTI , NC. Geotechnical Engineering ■ Conshvction Materials Testing I Environmental Engineering ■ Consulting A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 100 Dallas, Texas 75229 9721620 -8911 - 9721263 -4937 (Metro) FAX 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 COPPELL, TEXAS DATE OF ISSUE: OUR REPORT NO 10/29/99 (REVISED 12/8/99) 98881 -109 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 12 +50 DATE PLACED 10/29/99 TIME 10:15 SLUMP (ASTM C -143) 2.5 AIR CONTENT (ASTM C -231 ❑ OR C -173 4.5 AIR TEMPERATURE 73 CONCRETE TEMPERATURE 76 DATE RECEIVED 11 FIELD DATA SUBMITTED BY S.C. MIX DATA SUBMITTED BY TXI SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 G� PLANT N/A DELIVER TICKET NO. 18730 MIX PROPORTIONS (SSD) AREA CEMENT N/A WATER N/A FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A 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 130 LAB 11/05/99 7 85,615 28.27 3,030 131 LAB 11/26/99 28 103,245 28.27 3,650 132 LAB 11/26/99 28 105,332 28.27 3,730 133 LAB HOLD H 28.27 I specifications 28 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK ET-­Cylinders made by ALPHA representative. ❑ Cylinders made by Architects or Contractors representative. 0--(5 �finders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA ,/ laboratory. E Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. Res fully Submitted LPHA TES G, I Geotechnical Engineering ■ Construction Matenals Testing ■ Environmental Engineering ■ Consutttng A ALPHA TESTING, INC. 2209 Wisconsin St., Suite 700 Dallas, Texas 75229 9721620 -897 l - '9721263-4937 (Metro) FAX: 9721406 -8023 TESTED FOR: CITY OF COPPELL COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST PROJECT: SANDY LAKE ROAD PROJECT NO. ST 93 -02 COPPELL, TEXAS DATE OF ISSUE OUR REPORT NO. 10/29/99 (REVISED 12/8/99) 98881 -110 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: SANDY LAKE ROAD, STATION 9 +00 DATE PLACED 10/29/99 TIME 13:00 SLUMP (ASTM C -143) 2 AIR CONTENT (ASTM C -231 ❑ OR C -173 Q�-' 5 AIR TEMPERATURE 77 CONCRETE TEMPERATURE 77 DATE RECEIVED 11/01/99 FIELD DATA SUBMITTED BY S.C. MIX DATA SUBMITTED BY TXI SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 PLANT N/A DELIVER TICKET NO. 18666 MIX PROPORTIONS (SSD) AREA CEMENT N/A WATER N/A FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A 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 134 LAB 11/05/99 7 80,010 28.27 2,830 135 LAB 11/26/99 28 107,671 28.27 3,810 136 LAB 11/26/99 28 109,335 28.27 3,870 137 LAB HOLD H 28.27 specificationS 28 1 3,500 REMARKS: CONCRETE POURED BY MACHINE AND BY MIXING TRUCK Cylinders made by ALPHA representative. ❑ Cylinders made by Architect's 2--Cylinders or Contractor's representative. picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA / laboratory. 0 Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. Res p ly Submitted ALPHA TESTING, I Geotechnical Engineering ■ Consfruchon Materials Tesfing I Environmental Engineering ■ Consulhng