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SC-Coppell HS-LR 990908 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 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: September 7, 1999 I 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 ft. AREA D 53 18 6.4 5.0 7.4 13.8 Yes Yes Yes D8.9-DC 63 18 5.7 5.0 5.3 11.0 Yes Yes Yes D8-DC 64 18 6.7 10.0 10.7 17.4 Yes Yes Yes D8-DD 147 18 6.4 6.0 7.3 13.7 Yes Yes Yes D7.5- DD.3 143 18 6.9 6.0 7.7 14.6 Yes Yes Yes D8.3- DD.3 148 18 6.8 8.0 8.6 15.4 Yes Yes Yes D7.5- DD.4 66 18 7.6 4.0 4.1 11.7 Yes Yes Yes D7-DC.5 69 18 7.0 8.0 9.3 16.3 Yes Yes Yes D6-DC 166 18 5.6 7.0 7.2 12.8 Yes Yes Yes D2.5- DD.2 1 18 7.3 9.0 9.4 16.7 Yes Yes Yes D2-DD.4 169 18 6.0 9.0 9.1 15.1 Yes Yes Yes D4.1- DD.4 91 24 6.0 13.0 13.0 19.0 Yes Yes Yes D2-DE 90 24 5.7 15.0 15.0 20.7 Yes Yes Yes D2-DF 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 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 2 DATE PERFORMED: September 7, 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 ft. AREA B N/A I 18 I 15.6 I 6.0 I 6.0 I 21.6 I Yes I Yes Yes IBH-A6.5 Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Limestone m During drilling operations; however, piers were dry prior to placement of concrete. 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 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 6, 1999 CONTRACTOR: Dal-Mac TICKET NO.: 7075199 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 96 PLANT/TRUCK: #71 / 782 CONCRETE TEMP. (°F) (ASTM C-1064): 89 MIX ID NUMBER: 42 TIME BATCHED: 12:33 pm AIR (%) (ASTM C-231): 4 TIME SAMPLED: 1:33 pm WATER ADDED (gal): WEATHER CONDITION: Partly Cloudy SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Paving - Northeast corner of building in the parking lot, 200 feet east, 20 feet north CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYMNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 1 4 8-10-99 98000 3470 4000/28 days CHC 2 7 8-13-99 105000 3710 CHC 3 28 9-3-99 116000 4100 CHC 4 28 9-3-99 118000 4170 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~ [~ [~1 D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Pompey McGee FUGRO SOUTH INC. Reviewed By: SMH/rm Distribution: DaI-Mac Construction - Jaso~ Lillard City of Coppell - Larry Davis' Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Terry Hoyle 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 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 10, 1999 CONTRACTOR: Dal Mac / The Cortez Group TICKET NO.: 7075332 CONCRETE SUPPLIER: Latttimore AMBIENT TEMP. (°F): 101 PLANT/TRUCK: 7/610 CONCRETE TEMP. (°F) (AS?M C.1064): 98 MIX ID NUMBER: 16 TIME BATCHED: 2:37 pm AIR (%) (ASTM C-231): TIME SAMPLED: 3:30 pm WATER ADDED (gal): 0 WEATHER CONDITION: Mostly sunny SLUMP (in.) (ASTM C443): 5.50 LOCATION OF PLACEMENT: Area A., foundation straight shaft piers, sampled at A7.2-AB.5, A6- AB.5, A5.6-AB.5, and A5-AB.5 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYMNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 9 7 08/17/99 81000 2870 3000/28 days CHC 10 28 09/07/99 105000 3710 CHC 11 28 09/07/99 103000 3640 CHC 12 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Tes§ng ASTM C-143, Typesof r~ r']-] ~--~ [-] Curing: Methods: ASTM C-39 Fracture: AI/XJ I/~J VI L..JB C D REMARKS: Technician: Jose Rivera FUGRO SOUTH INC. Reviewed By: ~"~1 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: Coppetl lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 30, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3091044 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 99 PLANT/TRUCK: 3/838 CONCRETE TEMP. (°F) (ASTM C-1064): 89 MIX ID NUMBER: 16 TIME BATCHED: 3:46 AIR (%) (ASTM C-231): TIME SAMPLED: 4:45 WATER ADDED (gal): 25 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-~43): 3 3/4 LOCATION OF PLACEMENT: Piers: Pier #71 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 (pound~) (psi) (psi) CHC 65 7 09~06~99 98000 3470 3000~28 days CHC 66 28 09/27/99 CHC 67 28 09127199 CHC 68 Hold Fracture mode is (A) unless othenvise noted Specifica,ons: Making & ASTM C-31 Testing ASTM C-143. Typesof ~ ~-~ ['~ r~ Cudng: Methods: ASTM C-39 Fracture: AI/XI VXJ VJ L.JB CD 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 FUGRO SOUTH, INC. i 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 6')0-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c./o Dal - Mac Construction Co. REPORT DATE: September 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2206 SAMPLE DATE: August 27, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3090931 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. ("F): 96 PLANT/TRUCK: 31761 CONCRETE TEMP. (°F) (ASTM C-1064): 89 MIX ID NUMBER: 16 TIME BATCHED: 12:36 AIR (%) (ASTM C.231): TIME SAMPLED: 1:15 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Grade beam A4-AB 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 61 7 09/03/99 96000 3400 3000/28 days CHC 62 28 09/24/99 CHC 63 28 09/24/99 CHC 64 Hold Fracture mode is (A) unless othenvise noted Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof [~l [~j [~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: ~'- J SMHIrm 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 Del - Mac Construction Co. REPORT DATE: September 8, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 27, 1999 CONTRACTOR: Cortez Group TICKET NO.: 076174 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 90 PLANT/TRUCK: 7/958 CONCRETE TEMP. (°F) (AS?M C-10e4): 86 MIX ID NUMBER: 16 TIME BATCHED: 9:01 AIR (%) (AS?M C-231): TIME SAMPLED: 10:00 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 4.50 LOCATION OF PLACEMENT: Piers: Pier #111 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) CHC 57 7 09/03199 75000 2650 3000~28 days CHC 58 28 09/24/99 CHC 59 28 09124/99 CHC 60 Hold Fracture mode is (A) unless othen~se noted Specifications; Making & ASTM 0~31 Testing ASTM C-143, Typesof ~;~ ~-] ~"~ ~'J Cudng: Methods: ASTM C-39 Fracture: AVXI V'XI VI LJB 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