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SC-Coppell HS-LR 990818FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 FIELD DENSITY REPORT CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: August 18, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DATE PERFORMED: August 13, 1999 Density Test Method: ASTM D-2922 & 3017 Method of Compaction: ASTM D-698 MOISTURE/DENSITY RELATIONS Material Proctor Results Number Description Maximum Dry Density(pcf) Optimum Moisture(%) 1 Dark brown silty clayey sand with some gravel 120.3 11.3 TEST RESULTS TEST PROCTOR LOCATION UNIT DRY MOISTURE PERCENT OF NO. NO. WEIGHT CONTENT PERCENT MAXIMUM DENSITY 44 I Building Pad, Area "D", tested at DE-D8, 114.1 9.5 94.8 natural 45 I Building Pad, Area "D", tested at DF-D4, 112.2 8.9 93.3 natural 46 I 'Fill, Building Pad, Area "F", tested at 25 98.7 17.2 96.5 feet north, 50 feet east of southwest comer, final 47 1 Fill, Building Pad, Area F, tested at 100 102.3 .17.4 100.0 feet north, 60 feet east of southwest corner, final 48 1 Fill, Building Pad, Area G, tested at 25 101.0 18.4 98.8 feet south, 25 feet west of northeast comer, final 49 1 Fill, Building Pad, Area G, tested at 50 102.6 17.7 100.3 feet west, 75 feet south of northeast comer, final 50 I Fill, Building Pad, Area F, tested at 25 feet 98.2 20.0 96.0 north, 25 feet west of southeast corner, final Remarks: Densities meet project specifications unless otherwise noted, required density for tests 44 and 45 only 90% for natural soils on building pad. Jose Rivera Fugro South Technician FUGRO SOUTH INC. SMH/bg Distribution: DaI-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. ~ 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 18, 1999 PROJECT: Coppell High School. Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: August 10, 1999 I Location: PAD A 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(~) Used Remarks ft. (A10-CA) 21 30 14.0 4.0 4.2 18.2 Yes Yes Yes (A10-CA.5) 30 15.3 4.0 4.4 19.7 Yes Yes Yes 20 (A5.7-AA.3) 5 24 14.8 10.0 10.0 24.8 Yes Yes Yes (A6-AB) 25 24 15.3 14.0 14.1 29.4 Yes Yes Yes (A5-AB) 28 24 14.0 14.0 14.8 28.8 Yes Yes Yes (A4-AB) 8 24 14.4 8.0 8.0 22.4 Yes Yes Yes (A3.5-AB) 18 16.0 4.0 4.0 20.0 Yes Yes Yes WR (A3.5-A3.5) 18 15.9 4.0 4.0 19.9 Yes Yes Yes WR (A3-AB-5) 18 15.4 4.0 4.3 19.7 Yes Yes Yes SER (A3-AC) 10 18 15.8 9.0 9.3 25.1 Yes Yes Yes (A2.-AE) 12 18 16.2 9.0 9.0 25.2 Yes Yes Yes (A10-AG) 62 24 14.5 10.0 10.0 24.5 Yes Yes Yes (A10-AH) 74 24 15.0 10.0 10.0 25.0 Yes Yes Yes (Al 0-A J) 85 24 15.1 9.0 9.0 24.1 Yes Yes Yes (A6-CA.5) 26 30 15.3 4.0 4.0 19.3 Yes Yes Yes (A.5.7-AB) 7 24 15.4 6.0 6.1 21.5 Yes Yes Yes (A4-AB.5) 36 18 13.5 7.0 7.3 20.8 Yes Yes Yes (A4.5-AB.5) 18 15.2 6.0 7.9 23.1 Yes Yes Yes 35 (A5-AB.5) 34 18 15.1 6.0 6.9 22.0 Yes Yes Yes .-r-,, ,,- ,,o -'0~,~,,--. 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 18, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 10, 1999 [ Location: PAD A 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(~1 Used Remarks ft. A5.6-AB.5) 18 15.0 6.0 7.0 22.0 Yes Yes Yes 33 A6-AB.5 32 18 15.4 6.0 6.6 22.0 Yes Yes Yes A7.2-AB.5 18 14.0 6.0 6.1 20.1 Yes Yes Yes 31 AC-A4 9 24 16.0 11.0 11.5 27.5 Yes Yes Yes AE-A3 11 24 14.0 12.0 12.0 26.0 Yes Yes Yes AC-A5 42 24 14.1 13.0 13.6 27.7 Yes Yes Yes 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/Jose Rivera Fugro Technician FUGRO SOUTH INC. Reviewed By: "'~ .~-'~ SMH/bg Distribution: DaI-Mac Construction- Damn 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 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 18, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 1 DATE PERFORMED: August 16, 1999 I Location: Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra- Depth Proper Water Casing in. ft. flon ft. tion ft. ft. Alignment Present(~) Used Remarks BD-A5 152 24 14.5 11.0 110 25.5 Yes Yes Yes "B" BF-B3 168 24 15.5 12.0 12.4 27.9 Yes Yes Yes "B" AN-B12 124 18 15.3 9.0 9.4 24.7 Yes Yes Yes "B" AP-B4 134 18 15.0 6.0 6.2 21.2 Yes Yes Yes "B" BD-A4 154 18 15.0 6.0 6.1 21.1 Yes Yes Yes "B" AP-B3 133 18 15.1 6.0 6.3 21.4 Yes Yes Yes "B" BD-B4 153 18 14.5 6.0 6.5 21.0 Yes Yes Yes "B" BB-B4 142 18 14.5 6.0 6.2 20.7 Yes Yes Yes "B" BB-A5 141 18 15.5 9.0 9.0 24.5 Yes Yes Yes "B" BB.1-A5 140 18 14.6 8.0 8.1 22.7 Yes Yes Yes "B" BD-B5.2 149 18 14.6 6.0 6.9 21.5 Yes Yes Yes "B" BC.5-B 1.2 18 15.3 7.0 7.3 22.6 Yes Yes Yes "B" 159 BC-A3 157 18 15.0 4.0 4.5 19.5 Yes Yes Yes "B" BE-A3 158 18 15.3 4.0 4.4 19.7 Yes Yes Yes "B" (AP-B6) 128 18 15.5 6.0 6.4 21.9 Yes Yes Yes "A" (AP-B6.5) 129 18 14.5 6.0 6.0 20.5 Yes Yes Yes "A" AN-A6 118 18 14.0 6.0 6.5 20.5 Yes Yes Yes "A" AN-A5.7 119 18 14.2 6.0 6.7 20.9 Yes Yes Yes "A" (AP-A6) 130 24 14.5 10.0 10.1 24.6 Yes Yes Yes "B" (AN-A5) 120 18 14.5 6.0 6.0 20.5 Yes Yes Yes "B" (AP-A5) 132 24 15.0 12.0 12.5 27.5 Yes Yes Yes "B" (BA-B3) 143 24 15.0 12.0 12.6 27.6 Yes Yes Yes "B" (BA-A3) 144 24 15.2 13.0 13.3 28.5 Yes Yes Yes "B" FUGRO SOUTH, INC. ~I~ 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 18, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 16, 1999 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 (BA-B1) 145 18 15.5 8.0 8.0 23.5 Yes Yes Yes 'B" (BB.5-A1) 160 18 13.5 7.0 7.3 20.8 Yes Yes Yes 'B" (AP-A5.6) 131 18 15.0 6.0 6.6 21.6 Yes Yes Yes "B" (BB-^6) 139 18 15.5 8.0 8.5 24.0 Yes Yes Yes 'B" BB-A6.5) 138 18 14.5 6.0 6.0 20.5 Yes Yes Yes "B" BE-A3.5 156 18 15.5 4.0 5.0 20.5 Yes Yes Yes BC-A3.5 155 18 15.5 4.0 4.0 19.5 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 ;~) 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