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SC-Coppell HS-LR 990922FUGRO SOUTH, INC. ~'~~. 2880 Virgo ~ane: Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, cio Dal - Mac Construction Co. REPORT DATE: September 22, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 I SAMPLE DATE: August 24, 1999 I CONTRACTOR: Dal Mac TICKET NO.: 76001 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 98 PLANT/TRUCK: 75718 CONCRETE TEMP. (°F) (ASTM C.1064): 87 MIX ID NUMBER: 16 TIME BATCHED: 12:23 AIR (%) (ASTM C-251): TIME SAMPLED: 1:10 WATER ADDED (gal): 5 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 4.5 LOCATION OF PLACEMENT: Grade beam at grid line Al0 and AE 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 41 7 08/31/99 88000 3110 3000/28 days CHC 42 28 09/21/99 113000 4000 CHC 43 28 09/21/99 115000 4070 CHC 44 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putman 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 Wiiliford 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: September 22, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 24, 1999 CONTRACTOR: Dal Mac TICKET NO.: 76002 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 103 PLANT/TRUCK: 7/802 CONCRETE TEMP. (°F) (AST¥ C-10~4): 90 MIX ID NUMBER: 16 TIME BATCHED: 2:47 AIR (%) (ASTM C-231): TIME SAMPLED: 3:15 WATER ADDED (gal): 0 WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Grade beam at grid line A7.3 at AJ CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYENDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 45 7 08/31/99 77000 2720 3000/28 days CHC 46 28 09/21/99 92000 3250 CHC 47 28 09121/99 89000 3150 CHC 48 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Tesling ASTM C-143. Typesof ~] ~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: David Putman 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 ?5229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 22, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO-' 0791-2208 SAMPLE DATE: August 24, 1999 CONTRACTOR: Dal Mac TICKET NO.: 76037 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 105 PLANT/TRUCK: 976/7 CONCRETE TEMP. (°F) (ASTM C.1064): 92 MIX ID NUMBER: 16 TIME BATCHED: 3:48 AIR (%) (ASTM C.23'1): TIME SAMPLED: 4:30 WATER ADDED (gal): 10 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Grade beams at A6 and AE 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 49 7 08/31/99 92000 3250 3000/28 days CHC 50 28 09/21/99 105000 3710 CHC 51 28 09/21/99 107000 3780 CHC 52 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;~ m r-~ r--~ Cudng: Methods: ASTM C-39 Fracture: AVXJ [/~ V~ LJB c D REMARKS: Technician: David Putman 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 FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o DaI-Mac Construction Co. REPORT DATE: September 22, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: September 20, 1999 Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present(~) Used Remarks ff. AREA "C" 18 14.9 4.0 4.1 19.0 Yes Yes Yes H8.5-C.5 18 14.5 4.0 4.2 19.7 Yes Yes Yes H8.5-C.7 AREA "G" 1 18 N/A N/A -0- 10.2 Yes No No (2) 2 18 N/A N/A -0- 11.1 Yes No No (2) 3 18 N/A N/A -0- 10.6 Yes No No (2) Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Beadng Material: Gray Shale 4) During drilling operations; however, piers were dry prior to placement of concrete. 2~ These piers were for light pole bases and there was no specified penetration, only a minimum depth specification of 10 feet. Thomas Cranford Fugro Technician FUGRO SOUTH INC. Reviewed By: ~ - ~_.,..-.--- SMH/bg 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: September 22, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 14, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 7077074 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 86 PLANT/TRUCK: 7/785 CONCRETE TEMP. (°F) (ASTM C-1064): 88 MIX ID NUMBER: 16 TIME BATCHED: 4:30 AIR (%) (ASTM C-231): TIME SAMPLED: 5:35 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Piers: Pier #112 ' 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 129 7 09/21/99 89000 3150 3000/28 days CHC 130 28 10/12/99 CHC 131 28 10/12/99 CHC 132 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof [~] [~ ~ r'"] curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: ThomasCmnford FUGRO SOUTH INC. Reviewed By: f J 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: September 22, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 14, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 7077054 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 84 PLANT/TRUCK: 7~938 CONCRETE TEMP. (°F) (ASTM C.1064): 87 MIX ID NUMBER: 16 TIME BATCHED: 1:25 AIR (%) (ASTM C-231): TIME SAMPLED: 2:15 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 4 LOCATION OF PLACEMENT: Grade beam, Area B BQ-B5 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 125 7 09/21/99 67000 2370 3000/28 days CHC 126 28 10/12/99 CHC 127 28 10/12/99 CHC 128 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: Thomas Cranford 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