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SC-Coppell HS-LR 990817FUGRO 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: August 17, 1999 PROdECT: Coppell HiGh School, Coppell, Texas PRO,JECT NO: 0791-2208 SAMPLE DATE: August 6, 1999 I CONTRACTOR: DaI-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 comer 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 CYLINDER 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 9-13-99 CHC 4 Hold 9-13-99 Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~-"] [~ ~----1 ~] Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Pompey McGee FUGRO SOUTH INC. Reviewed By: ' ~' SMHb9 Distribution: Dal-Mec Construction - Jason 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 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 17. 1999 PROJECT: Coppe~ High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 1 DATE PERFORMED: August 11, 1999 Location: Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra- Depth Proper Water Casing in. ft. tion ft. tlon ft. ft. Alignment Presentm Used Remarks (A7.5-AC) 39 18 15.4 6.0 6.1 21.5 Yes Yes Yes "A" (A7.5-AD) 46 18 15.0 6.0 6.5 21.6 Yes Yes Yes "A" (A7.5-AE.5) 18 16.1 7.0 7.3 23,4 Yes Yes Yes "A" 54 (A7.5-AG) 64 18 13.4 7.0 7.3 20.7 Yes Yes Yes "A' A7.8-???? 76 18 14.0 7.0 7.6 21.6 Yes Yes Yes "A" (A9-AJ) 86 24 14.5 13.0 13.0 27,5 Yes Yes Yes "A" (A10-AM) 24 15.0 8.0 8.8 23.8 Yes Yes Yes "A" 107 (A9-AM) 108 24 14.2 14.0 14,0 28.2 Yes Yes Yes (A4-AD) 51 24 14,5 12.0 12.0 26,5 Yes Yes Yes "A" (A4,5-AC) 43 18 14.5 6.0 6.6 21,1 Yes Yes Yes "A" (A5.6-AC) 41 18 14.5 6.0 6.3 20.8 Yes Yes Yes "A" (A6-AE.5) 55 18 15.0 6.0 6.3 21.3 Yes Yes Yes "A" (A6-AG.5) 71 18 14,0 6.0 7.0 21.0 Yes Yes Yes "A" (A10-AK,5) 18 16,2 8.0 8.0 24,2 Yes Yes Yes "A" 95 (A6-AC) 40 24 14.4 13.0 13.4 27.8 Yes Yes Yes "A" (A6-AD) 47 24 13.0 15.0 15.3 28.3 Yes Yes Yes "A" (A6-AF) 65 24 14.0 13.0 15.2 28.2 Yes Yes Yes "A" (Al-AH) 77 24 14.5 14,0 14.1 28.6 Yes Yes Yes "A" A6-AJ) 88 24 14.5 14.0 14.0 28.5 Yes Yes Yes "A" A5-HO) 49 24 12.3 14.0 14.0 26.3 Yes Yes Yes "A" (A4.5-AD) 50 18 14.8 6.0 6.7 21.5 Yes Yes Yes "A" A1.5-AD.7 18 14.4 4.0 4.4 18.8 Yes Yes Yes "A" (Al -AE8) 24 18 13.5 4.0 4.3 17.8 Yes Yes Yes "A" FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppe, lSD, c/o Dal- Mac Construction Co. REPORT DATE: August 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 11, 1999 Location: Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra- Depth Proper Water Casing in. ft. tlon ft. flon ft. ft. Alignment Present4~ Used Remarks (A2-AE.7) 6 18 15.0 7.0 7.5 22.5 Yes Yes Yes "A" (A5.7-AD) 48 18 14.5 6.0 7.0 21.5 Yes Yes Yes "A" (A5.7-AE.5) 18 15.5 7.0 7.0 22.5 Yes Yes Yes 'A" 56 (A5.7-AG) 66 18 15.0 7.0 7.5 22.5 Yes Yes Yes (A5.7-AH) 78 18 14.5 6.0 6.3 20.8 Yes Yes Yes "A" Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted, Bearing Material: Gray Shale ') During drilling operations; however, piers were dry prior to placement of concrete. Thomas Cranford Fugro Technician FUGRO SOUTH INC, Reviewed By: '~"~'- '~--'/z,~./~,~ SMH/br 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 Dal- Mac Construction Co. REPORT DATE: August 17,1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 1 DATE PERFORMED: August 12, 1999 I Location: Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra- Depth Proper Water Casing In. ft. tion ff. tion ft. ft. Alignment Present(i) Used Remarks (A5-AE.5) 57 18 14.6 6.0 6.1 20.7 Yes Yes Yes "A" (A4.5-AE.5) 18 14.4 7.0 7.0 21.4 Yes Yes Yes "A" 58 (A4-AE.5) 59 18 15.0 6.0 6.3 21.3 Yes Yes Yes (A3-AE.7) 60 18 15.5 6.0 6.0 21.5 Yes Yes Yes "A' (Al .5-AE.8) 18 15.3 4.0 4.1 19.4 Yes Yes Yes "A" 244 (A5-AF) 67 24 13.0 14.0 15.0 28.0 Yes Yes Yes "A' (A4-AF) 69 24 14.0 12.0 12.5 26.5 Yes Yes Yes (A3-AG) 70 24 14.4 13.0 13.0 27.4 Yes Yes Yes "A" (Al-AG) 15 24 15.0 9.0 9.0 24.0 Yes Yes Yes "A" (A5.7-A3) 89 18 14.6 6.0 6.8 21.4 Yes Yes Yes (A5.7-AK.5) 18 15.3 6.0 6.0 21.3 Yes Yes Yes "A" 99 (A6-AK.5) 98 18 15.0 6.0 6.0 21.0 Yes Yes Yes "A" (A5-A6.5) 72 18 13.6 6.0 6.8 20.4 Yes Yes Yes "A" A-4.5-AG) 68 18 15.3 7.0 7.2 22.5 Yes Yes Yes "A" (A5-AH) 79 24 15.1 14.0 14.4 29.5 Yes Yes Yes "A" (A4-AH) 81 24 13.7 12.0 12.8 26.5 Yes Yes Yes "A' (A3-AH) 82 24 15.1 13.0 13.6 28.7 Yes Yes Yes "A" (Al-AH) 84 24 14.2 12.0 12.8 27.0 Yes Yes Yes "A" (A2-AG) 14 18 15.3 9.0 9.0 27.3 Yes Yes Yes "A" (A2-HH) 83 18 13.8 7.0 7.1 20.9 Yes Yes Yes "A" (A4-AG.5) 73 18 15.3 6.0 6.0 21.3 Yes Yes Yes "A" 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 - Mac Construction Co. REPORT DATE: August 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 12, 1999 I Location: 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 (^4.5-HH) 80 18 15.3 7.0 7.7 23.0 Yes Yes Yes "A" (A7-HJ) 87 18 15.1 6.0 6.2 21.3 Yes Yes Yes "^" (A5-AJ) 90 24 14.8 14.0 14.0 28.8 Yes Yes Yes 'A" (A4-AJ) 92 24 15.4 12.0 12.0 27.4 Yes Yes Yes "A" (Al-AK) 105 24 15.3 9.0 9.0 24.3 Yes Yes Yes 'A" (Al-A J) 93 24 13.5 12.0 12.0 25.5 Yes Yes Yes "A" (A2-AJ) 94 18 16.1 6.0 6.4 22.5 Yes Yes Yes "A" (A2-AL) 104 18 14.8 7.0 7.2 22.0 Yes Yes Yes "A" (A4.5-AJ) 91 18 14.2 6.0 6.0 20.2 Yes Yes Yes 'A" A4.5-AK5) 101 18 15.5 6.0 6.5 22.5 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 m Dudng drilling operations; however, piers were dry pdor to placement of concrete. Thomas Cranford Fugro Technician FUGRO SOUTH INC. SMH/br 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 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: August 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 9, 1999 I CONTRACTOR: Cortez Group TICKET NO.: 7075279 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 99 PLANT/TRUCK: 7 / 786 CONCRETE TEMP. (°F) (AS?M C.t064): 89 MIX ID NUMBER: 16 TIME BATCHED: 4:57 AIR (%) (ASTM C-231): TIME SAMPLED: 5:37 WATER ADDED (gal): WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-143): 4-1/4 LOCATION OF PLACEMENT: Piers - Pier #109 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 5 7 8-16-99 85000 3010 3000/28 days CHC 6 28 9-6-99 CHC 7 28 9-6-99 CHC 8 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof I~"~ ('T') I-~l I--I Curing: Methods: ASTM C-39 Fracture: A["'~J [~ [/~ [~B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: "~' - SMHbg Distribution: Dal-Mac Construction - Jason Lillard City of Coppell - Larry Davisj 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 PIq (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: August 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 1 DATE PERFORMED: August 13, 1999 I Location: Depth Shaft to Plan Actual Total Pier Number Diameter Bearing Penetra- Penetra- Depth Proper Water Casing in. Material tion ft. tion ft. ft. Alignment Present(i) Used Remarks ft, (A5-AK. 5) 10 18 15.2 6.0 6.3 21.5 Yes Yes Yes 'A" (Al 0-AN-9) 18 15.5 8.0 8.3 23.8 Yes Yes Yes ~A" 26 A6-AM110 24 14.1 18.0 19.1 33.2 Yes Yes Yes 'A" A3-AL 103 24 14.5 13.0 13.5 28.0 Yes Yes Yes "A" A4-AM 114 24 14.2 14.0 14.2 28.4 Yes Yes Yes "A" A5-AM 112 24 13.3 18.0 18.2 31.5 Yes Yes Yes "A" AN-AN 115 18 15.2 8.0 8.3 23.5 Yes Yes Yes "A" A9-AN 116 18 15.5 8.0 8.4 23.9 Yes Yes Yes "A" A10-AP-8 18 16.5 11.0 11.5 28.0 Yes Yes Yes "A" 127 Al-Al 106 24 15.0 10.0 11.2 26.2 Yes Yes Yes "A" Al-AN 125 24 15.1 14.0 14.4 29.5 Yes Yes Yes "A" A3-AN 123 24 13.5 16.0 16.3 29.8 Yes Yes Yes "A" A4-AN 122 24 14.4 12.0 12.1 26.5 Yes Yes Yes "A" A4-AK.5 102 18 14.6 6.0 6.4 21.0 Yes Yes Yes "A" 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 - Mac Construction Co. REPORT DATE: August 17,1999 PROJECT: Copp~ High School, Coppe~, Texas PROJECT NO: 0791-220a DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 13, 1999 I Location: Depth Shaft to Plan Actual Total Pier Number Diameter Bearing Penetra- Penetra- Depth Proper Water Casing in, Material tion ft. tion ft. ft. Alignment Present(i) Used Remarks fl. A4.5-AM 113 18 14.4 8.0 8.0 22.4 Yes Yes Yes A5-AM 111 18 15.5 8.0 9.0 24.5 Yes Yes Yes "A" A7.5-AN 117 18 14.3 6.0 6.6 20.9 Yes Yes Yes "A" A1 -BB 146 24 15.0 12.0 12.2 27.2 Yes Yes Yes "B" A1-BF 171 24 15.5 9.0 9.0 24.5 Yes Yes Yes "B" (A2.3-BF) 70 24 14.2 14.0 14.8 29.0 Yes Yes Yes 'B" 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/br 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