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SC-Coppell HS-LR 990913 FUGRO SOUTH, INC. = -- h~ 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 13, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: September 8, 1999 Location: AREA "E" 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. 2 18 6.0 6.0 6.4 12.4 Yes No Yes 3 18 6.0 5.0 5.2 11.2 Yes No Yes 4 18 6.0 5.0 5.4 11.4 Yes No Yes 6 18 6.0 8.0 9.3 15.3 Yes No Yes 9 18 5.5 7.0 8.6 14.1 Yes No Yes 14 18 5.0 8.0 8.8 13.8 Yes No Yes 13 18 5.0 8.0 8.8 13.8 Yes No Yes 11 18 5.6 7.0 8.2 13.8 Yes No Yes 10 18 5.6 7.0 7.5 13.1 Yes No Yes 7 18 5.6 6.0 6.6 12.2 Yes No Yes 5 18 6.0 6.0 8.3 14.3 Yes No Yes Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale Phillip Forrest Fugro Technician FUGRO SOUTH INC. Reviewed By: '~. ~.......--~. SMH/bg Distribution: Dal-Mac Construction - Damon Norman SHW Group - Mike Elmore City of Coppell - Larry Davis JRJ Paving - Jeff Williford Coppell lSD - Mickey Harper SHW Group - Joe Craddock FUGRO SOUTH, INC. 2860 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 13, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September 2, 1999 CONTRACTOR: The Cortez Group TICKET NO.: 70765000 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 99 PLANT/TRUCK: 7/785 CONCRETE TEMP. (°F) (AS?M C-1064): 92 MIX ID NUMBER: (16) 300 PSI W/R TIME BATCHED: 3:05 AIR (%) (ASTM C-231): TIME SAMPLED: 4:05 WATER ADDED (gal): 10 WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143): 7.50 LOCATION OF PLACEMENT: Piers: DA-D6, DC.2-DS, and DC.2-D4.4 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 89 7 09/09/99 66000 2330 3000/28 days CHC 90 28 09/30/99 CHC 91 28 09/30/99 CHC 92 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~] [~ ~ E~] Cudng: 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 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 13, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 [ SAMPLE DATE: September 1, 1999 CONTRACTOR: Dal Mac TICKET NO.: 15145 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 102 PLANT/TRUCK: 7/755 CONCRETE TEMP. (°F) (ASTM C.1064): 91 MIX ID NUMBER: 16 TIME BATCHED: 2:40 pm AIR (%) (ASTM C-231): TIME SAMPLED: 3:06 pm WATER ADDED (gal): 0 WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Grid lines AH to BB, Al0 To A4 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 85 7 09/08/99 85000 3010 3000/28 days CHC 86 28 09/29/99 CHC 87 28 09/29/99 CHC 88 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof r~ m F-~ r- Curing: Methods: ASTM C-39 Fracture: Av',l VXI VI I lB C D REMARKS: Technician: William Granger 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: September 13, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August :31, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7076349 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 95 PLANT/TRUCK: 7/952 CONCRETE TEMP. (°F) (ASTM C-10S4): 89 MIX ID NUMBER: 16 TIME BATCHED: 4:25 AIR (%) (ASTM C-231): TIME SAMPLED: 5:15 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Piers: Pier #200 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 69 7 09/07/99 69000 2440 3000/28 days CHC 70 28 09/28/99 CHC 71 28 09/28/99 CHC 72 Hold Fracture mode is (A) unJess othen~ise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~ ~ Cudng: Methods: ASTM C-39 Fracture: A · 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 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 13, 1999 PROJECT: Coppell High School, Coppetl, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 13, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3090047 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 97 PLANT/TRUCK: 3/968 CONCRETE TEMP. (°F) (ASTM C.1064): 88 MIX ID NUMBER: 16 TIME BATCHED: 2:14 AIR (%) (ASTM C-231): TIME SAMPLED: 3:00 WATER ADDED (gal): 0 WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-'143): 4 LOCATION OF PLACEMENT: Piers: Pier #171 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 21 7 08/20/99 100000 3540 3000/28 days CHC 22 28 09/10/99 105000 3714 CHC 23 28 09/10/99 103000 3640 CHC 24 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: Thomas Cranford FUGRO SOUTH INC. Reviewed By: · J 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 13, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 16, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3090131 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 99 PLANT/TRUCK: 3/734 CONCRETE TEMP. (°F) (ASTM C-1064): 90 MIX ID NUMBER: 16 TIME BATCHED: 3:01 AIR (%) (ASTM C-231): TIME SAMPLED: 4:05 WATER ADDED (gal): 10 WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-143): 4 LOCATION OF PLACEMENT: Piers: Pier #159 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 25 7 08/23/99 94000 3330 3000/28 days CHC 26 28 09/13/99 113000 4000 CHC 27 28 09/13/99 115000 4070 CHC 28 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 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 FUGRO SOUTH, INC. --' ;;;;;;;l~;~ ~I ~! 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 13, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: September 8, 1999 Location: Area D Depth to Shaft Bearing Plan Actual Total Pier Dlametar Material Penatra- Penatra- Depth Proper Water Casing Number In. ft. tlon ft. tion It. ft. Alignment Present(~! Used Remarks 54 18 6.7 8.0 8.3 15.0 Yes Yes Yes D9-DD 55 18 7.0 5.0 5.4 12.4 Yes Yes Yes D9-DD.5 56 18 7.0 9.0 9.0 16.0 Yes Yes Yes D9-DE 60 18 6.8 8.0 9.0 15.8 Yes Yes Yes D8.5-DE 57 18 7.8 9.0 9.2 17.0 Yes Yes Yes D9-DF 61 18 7.0 9.0 9.5 16.5 Yes Yes Yes D8.5-DF 149 18 5.8 10.0 10.2 16.0 Yes Yes Yes D6.2-DD.4 9 24 5.4 11.0 11.0 16.4 Yes Yes Yes D6-DD 78 24 5.7 13.0 13.0 18.7 Yes Yes Yes D6-DE 150 18 6.3 6.0 9.0 15.3 Yes Yes Yes D6.1-DA.5 72 18 7.0 8.0 8.0 15.0 Yes Yes Yes D6.5-DE 59 18 7.0 7.0 8.2 15.2 Yes Yes Yes D8.5-DD.5 58 18 7.5 6.0 7.5 14.5 Yes Yes Yes D9-DF.9 62 18 7.8 7.0 8.1 15.9 Yes Yes Yes D8.5-DF'.9 75 18 7.0 8.0 8.0 15.0 Yes Yes Yes D8-DG 70 18 6.0 8.0 8.8 14.8 Yes Yes Yes D7-DE Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale 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 SHW Group - Joe Craddock City of Coppell - Larry Davis SHW Group - Mike Elmore Coppell lSD - Mickey Harper JRJ Paving - Jeff Williford FU(~RO 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 13, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: September 9, 1999 I Location: 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. 76 18 6.0 6.0 6.4 12.4 Yes Yes Yes D6.9-DG.7 77 18 7.0 7.0 7.1 14.1 Yes Yes Yes D6.5-DG.7 83 18 6.7 9.0 9.1 15.8 Yes Yes Yes D6-DG.7 74 18 6.0 8.0 9.6 15.6 Yes Yes Yes D6.5-DG 71 18 6.0 8.0 8.5 14.5 Yes Yes Yes D7-DF 73 18 6.4 8.0 8.2 14.6 Yes Yes Yes D6.5-DF 79 18 6.0 8.0 8.0 14.0 Yes Yes Yes D6-DF 84 18 6.0 6.0 6.2 12.2 Yes Yes Yes D5.5-DH 97 18 7.0 6.0 6.7 13.7 Yes Yes Yes D5.6-DG 96 18 6.0 6.0 6.0 12.0 Yes Yes Yes D5.5-DG.1 85 18 6.0 6.0 6.2 12.2 Yes Yes Yes D5-DG.7 95 18 6.0 7.0 7.7 13.7 Yes Yes Yes D5.1-DG.1 138 18 7.0 6.0 6.2 13.2 Yes Yes Yes D4.5-DG.5 86 18 5.9 6.0 6.1 12.0 Yes Yes Yes D4.5-DG.7 139 18 7.0 11.0 11.6 18.6 Yes Yes Yes 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 Dal-Uac Construction Co. REPORT DATE: September 13, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 2 DATE PERFORMED: September 9, 1999 Location: 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. 87 18 5.3 7.0 7.1 12.4 Yes Yes Yes Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Beadng Material: Gray Shale (~) 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 Elrnore JRJ Paving - Jeff Williford