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SC-Coppell HS-LR 991008FUGRO SOUTH, INC. 2880 virgo Lane; Dallas. Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3092720 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 75.1 PLANT/TRUCK: 3/821 CONCRETE TEMP. (°F) (ASTM C.1064): 67.1 MIX ID NUMBER: 16 TIME BATCHED: AIR (%) (ASTM C-231): 5 TIME SAMPLED: WATER ADDED (gal): 0 WEATHER CONDITION: SLUMP (in.) (AS?M C-14~): 4.5 LOCATION OF PLACEMENT: Grade beam D1 and D2 on Line DC on B37 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIEO COMPRESSIVE CYLINDER AGE OATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 213 7 10107/99 85000 3010 3000128 days CHC 214 28 10/28199 CHC 215 28 10/28/99 CHC 216 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM 0-143. Typesof ~?~ ltl ~'~ ["-] Curing: Methods: ASTM C-39 Fracture: AV~J VXJ VI I lB C O REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: ~' / SMH/rm Distribution: DaI-Mac Construction - Damc)n Norman City of Coppell - Larry Davis -- Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, do Dal - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3092709 CONCRETE SUPPLIER: AMBIENT TEMP. (°F): 75.1 PLANT/TRUCK: 3/830 CONCRETE TEMP. (°F) (ASTM C-1064): 65.1 MIX ID NUMBER: 16 TIME BATCHED: 1:37 AIR (%) (As'rM C.231): 5 TIME SAMPLED: 2:25 WATER ADDED (gal): 0 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C.143): 5 LOCATION OF PLACEMENT: Between D1 and D3 on Line D.D B42 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 209 7 10/07/99 83000 2940 3000/28 days CHC 210 28 10/28/99 CHC 211 28 10128/99 CHC 212 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~ [~ ~ [~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: ~ I SMH/rm Distribution: DaI-Mac Construction- Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. 2880 Virgo Lane; DaLlas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 7077839 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 60.1 PLANT/TRUCK: CONCRETE TEMP. (°F) (ASTM C-1064): 67.1 MIX ID NUMBER: 16 TIME BATCHED: 9:45 AIR (%) (ASTM C-231): 5 TIME SAMPLED: 10:20 WATER ADDED (gal): 0 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Paved on Building B, slab B5 to B2 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 205 7 10107/99 96000 3400 3000/28 days CHC 206 28 10/28/99 CHC 207 28 10/28/99 CHC 208 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 TeslJng ASTM C-143, Typesof [~ [~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: SMH/rm Distribution: Dal-Mac Construction- Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford --I:;, ~_-.-., FUGRO SOUTH, INC. J 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 6108199 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 55.1 PLANT/TRUCK: 6~802 CONCRETE TEMP. (°F) (ASTM C-10S4): 67.1 MIX ID NUMBER: 16 TIME BATCHED: 7:41 AIR (%) (ASTM C-231): 5 TIME SAMPLED: 8:45 WATER ADDED (gal): 0 WEATHER CONDITION: Sunny SLUMP (in.) (ASTM C-143) -' 4.5 LOCATION OF PLACEMENT: Paved, Building B, slab BR to B5 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 201 7 10/07/99 98000 3470 3000/28 days CHC 202 28 10/28/99 CHC 203 28 10/28/99 CHC 204 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 TestJng ASTM C-143, Typesof ~ ~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: f / SMH/rm Distribution: DaI-Mac Construction- Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. ~ 2880 Vireo lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppel! lSD, c/o Dai - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 7077818 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 55.1 PLANT/TRUCK: 7/955 CONCRETE TEMP. (°F) (ASTM C-10S4): 65.1 MIX ID NUMBER: 16 TIME BATCHED: 7:05 AIR (%) (ASTM C-231): 5 TIME SAMPLED: 7:45 WATER ADDED (gal): 0 WT=ATHER CONDITION: SLUMP (In.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Paved, Building B, slab on BP and B1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 197 7 10/07/99 89000 3150 3000/28 days CHC 198 28 10/28/99 CHC 199 28 10/28/99 CHC 200 Hold Fracture mode is lA) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;~ ~J ~-~ J--] Curing: Methods: ASTM C-39 Fracture: AV~ V~ [/'~ L..JB C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: "'- / SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. M 2880 Vlrgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3092652 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 47.1 PLANT/TRUCK: 3/819 CONCRETE TEMP. (°F) (ASTM C-1064): 65.1 MIX ID NUMBER: 16 TIME BATCHED: 6:17 AIR (%) (ASTM C-231): 5.0 TIME SAMPLED: 6:50 WATER ADDED (gal): 0 WEATHER CONDITION: SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Paved, Building B, slab on BM on B5 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 193 7 10107/99 87000 3080 3000128 days CHC 194 28 10/28/99 CHC 195 28 10/28/99 CHC 196 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r;~ n~ ~--~ r--j curing: Methods: ASTM C-39 Fracture: AV'~J [/XJ [/'~uB C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: ~ / SMH/rm Distribution: DaI-MacConstruction- Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, do Dal - Mac Construction Co, REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3092647 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 43.1 PLANT/TRUCK: 3 CONCRETE TEMP. (°F) (ASTM C-10~4): 65.1 MIX ID NUMBER: 16 TIME BATCHED: 5:40 AIR (%) (ASTM C-231): 5.5 TIME SAMPLED: 6:20 WATER ADDED (gal): 0 WEATHER CONDITION: SLUMP (in.) (ASTM C-143): 4.5 LOCATION OF PLACEMENT: Paved on Building B slab, paved BM and B1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 189 7 10/07/99 101000 3570 3000/28 days CHC 190 28 10/28/99 CHC 191 28 10/28/99 CHC 192 Hold Fracture mode is (A) unless otherwise noted Specifical~ons: Making & ASTM C-31 Testing ASTM C-143, Typesof r~ F-~ F-~ ~-'~ Cudng: Methods: ASTM C-39 Fracture: AI/XI V~ VI L_JB C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: "- ! SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 3092645 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 40.1 PLANT/TRUCK: 3/968 CONCRETE TEMP. (°F) (ASTM C-t0S4): 65.1 MIX ID NUMBER: 16 TIME BATCHED: 5:14 AIR (%) (AS?M C.231): 5 TIME SAMPLED: 5:40 WATER ADDED (gal): 0 WEATHER CONDITION: SLUMP (in.) (ASTra C-143): 4.5 LOCATION OF PLACEMENT: Paved, Building D on slab paved BH and B5 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (pal) (pal) CHC 185 7 10/07/99 86000 3040 3000/28 days CHC 186 28 10/28/99 CHC 187 28 10/28/99 CHC 188 Hold Fracture mode is (A) unless olheneise noted Specifications: Making & ASTM C-31 Tesling ASTM C-143. Typesof ~ r~ r-~ r--] Curing: Methods: ASTM C-39 Fracture: Al/~J ~ I/I ~JB C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: f ,/ SMH/rm Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Wiiliford FUGRO SOUTH, INC. ~ 2880 Virgo Lane; D~llas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 30, 1999 I CONTRACTOR: The Cortez Group TICKET NO.: 3092640 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 40.1 PLANT/TRUCK: 3 CONCRETE TEMP. (°F) (ASTM C-1064): 65.1 MIX ID NUMBER: 16 TIME BATCHED: 4:42 AIR (%) (ASTM C-231): 5 TIME SAMPLED: 5:00 WATER ADDED (gal): 0 WEATHER CONDITION: SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Paved, Building B on slab, paved BH on B1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12', 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 181 7 10/07/99 67000 2370 3000/28 days CHC 182 28 10/28/99 CH(:; 183 28 10/28/99 CHC 184 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ 0 r.-] cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Julio Perez FUGRO SOUTH INC. Reviewed By: -- / ' - SMH/rm Distribution: DaI-Mac Construction- Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. 2880 Virgo lane; Dallas. Texas 75229 Ph (972)484-6301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Del - Mac Construction Co. REPORT DATE: October 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2206 SAMPLE DATE: September 8, 1999 CONTRACTOR: Del Mac TICKET NO.: 7076775 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 75.7 PLANT/TRUCK: 7/058 CONCRETE TEMP. (°F) (ASTM C.10~4): 67.7 MIX ID NUMBER: 16 TIME BATCHED: 9:39 am AIR (%) (ASTM C-231): TIME SAMPLED: 10:25 am WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 4.50 LOCATION OF PLACEMENT: Piers, Area E-2, 3, 4, 6, 9, Piers Area D-54, 55, 56 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 109 7 09/15/99 77000 2720 3000/28 days CHC 110 28 10/06/99 105000 3710 CHC 111 28 10/06/99 103000 3640 CHC 112 Hold Fracture mode is (A) unless o~en~ise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ ~ Curing: Melhods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest FUGRO SOUTH INC. Reviewed By: - / SMH/rm Distribution: DaI-Mac Construction- Damon Norman City of Coppell - Larry Davis / Coppeli lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford