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SC-Coppell HS-LR 990914 -I~. ~_-.-,.,, 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 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 17, 1999 CONTRACTOR: Cortez Group TICKET NO.: 075736 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 98 PLANT/TRUCK: 7 / 956 CONCRETE TEMP. (°F) (ASTM C-10S4): 89 MIX ID NUMBER: 16 TIME BATCHED: 3:56 AIR (%) (ASTM C-231): TIME SAMPLED: 4:45 WATER ADDED (gal): 10 WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-143) .' 4-1/4 LOCATION OF PLACEMENT: Piers - Pier #193 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 29 7 8-24-99 73000 2580 3000/28 days CHC 30 28 9-14-99 98000 3470 CHC 31 28 9-14-99 100000 3540 CHC 32 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ rm'~ r~ (--i Cudng: Methods: ASTM C-39 Fracture: A[/XJ [/~ ~_J [_.]B C D REMARKS: Technician: Tom Cypert FUGRO SOUTH INC. Reviewed By: f ~ SMH/rm Distribution: DaI-MacConstruction- Damo/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 Viroo 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 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 3, 1999 I CONTRACTOR: The Cortez Group TICKET NO.: 7076619 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 99 PLANT/TRUCK: 7/755 CONCRETE TEMP. (°F) (ASTM C-1064): 95 MIX ID NUMBER: (16) 3000 PSI W/R TIME BATCHED: 2:58 pm AIR (%) (ASTM C-231): TIME SAMPLED: 3:45 pm WATER ADDED (gal): 15 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 6 LOCATION OF PLACEMENT: Grade beam between Lines B4 and B5 on Line BH, Area B 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 101 7 09/10/99 80000 2830 3000/28 days CHC 102 28 10/01/99 CHC 103 28 10/01/99 CHC 104 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~ ~ ~ ~] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: D. Gallaway, Jr. 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 Vino 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 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 3, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3091401 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): PLANT/TRUCK: 3/761 CONCRETE TEMP. (°F) (ASTM C-t064): 92 MIX ID NUMBER: (16) 3000 PSI W/R TIME BATCHED: 11:21 am AIR (%) (ASTM C-231): TIME SAMPLED: 12:36 pm WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 8.50 LOCATION OF PLACEMENT: Between AH and AJ on Line A1 (grade beam), Area B 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 97 7 09/10/99 73000 2580 3000/28 days CHC 98 28 10/01/99 CHC 99 28 10/01/99 CHC 100 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Types°f B [~ [~ J-'l Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: D. Gallaway. Jr. FUGRO SOUTH INC. Reviewed By: ,,- l 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 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208 SAMPLE DATE: September 3, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 3091419 CONCRETE SUPPLIER: AMBIENT TEMP. (°F): 92 PLANT/TRUCK: 3/975 CONCRETE TEMP. (°F) (Aswa c-t0e4): 87 MIX ID NUMBER: 16 TIME BATCHED: 3:06 AIR (%) (Aswa c.231): TIME SAMPLED: 4:00 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C.143): 4 1/4 LOCATION OF PLACEMENT: Piers: Pier #21 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 93 7 09/10/99 94000 3330 3000/28 days CHC 94 28 10/01/99 CHC 95 28 10/01/99 CHC 96 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~] [~ [~ 0 Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas L. Cranford FUGRO SOUTH INC. Reviewed By: .- 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 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o DaI-Mac Construction Co. REPORT DATE: September 14, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 I DATE PERFORMED: September 10, 1999 I Location: AREA D Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra. Penetra- Depth Proper Water Casing in. ft. tion ft. tion ft. ft. Alignment Present Used Remarks 80 24 5.5 13.0 13.1 18.6 Yes No Yes DG/D6 88 24 7.0 11.0 11.0 18.0 Yes No Yes D2/DG.7 93 18 6.0 10.0 10.6 16.6 Yes No Yes D1.9/DF.5 140 18 6.0 11.0 11.3 17.3 Yes No Yes D4/DF.5 92 18 5.7 8.0 9.5 15.2 Yes No Yes D4.5/D F. 5 94 18 6.0 8.0 9.6 15.6 Yes No Yes D5.1/D F.5 89 24 6.0 14.0 15.0 21.0 Yes No Yes D2/DG 153 18 5.0 9.0 11.8 16.8 Yes No Yes D5.4/D F. 1 152 18 7.6 10.0 10.8 18.4 Yes No Yes DE.I/D5.1 81 18 6.5 7.0 8.4 14.9 Yes No Yes D.5/DE.5 142 18 6.0 9.0 9.6 15.6 Yes No Yes D4/DF. 1 82 18 5.7 7.0 8.3 14.0 Yes No Yes D5/DF.1 151 18 5.0 6.0 6.5 11.5 Yes No Yes D5.5/DC.2 Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Dark Gray Shale Note: Casing used to prevent sandy soil from caving in. Phillip Forrest Fugro Technician FUGRO SOUTH INC. Reviewed By: ' -f-'~. SMH/bg Distribution: DaI-Mac Construction - Damon Norman SHW Group - Mike Elmore City of Coppell - Larry Davis JRJ Paving - Jeff Williford Coppeil lSD - Mickey Harper SHW Group - Joe Craddock