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SC-Coppell HS-LR 991210
FUGRO SOUTH, INC. ~ 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT REVISED CLIENT: Coppell lSD, Go Dal- Mac Construction Co. Report Date: December 10, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 1 I DATE PERFORMED: December 7, 1999 Location: Drilled Piers - Multi Purpose Building 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. 171 24 4.0 10.0 10.3 14.3 Yes No No 54 30 3.0 10.0 10.1 13.1 Yes No No 172 18 4.0 8.0 10.4 14.4 Yes Yes Yes 169 18 4.5 12.0 12.6 17.1 Yes No No 52 30 3.0 10.0 10.4 13.4 Yes No No 164 18 3.5 10.0 11.5 15.0 Yes Yes Yes 144 18 9.0 10.0 10.3 19.3 Yes Yes Yes 159 18 4.0 10.0 11.5 15.5 Yes Yes Yes 148 18 7.5 10.0 10.2 17.7 Yes Yes Yes 155 18 4.5 10.0 10.5 15.0 Yes Yes Yes 151 18 4.5 10.0 11.5 16.0 Yes Yes Yes 170 18 6.3 12.0 12.3 18.6 Yes Yes Yes 147 18 5.5 10.0 10.6 16.1 Yes Yes Yes 165 18 5.5 10.0 10.4 15.9 Yes Yes Yes 14 30 5.0 14.0 15.0 20.0 Yes Yes Yes J-9 30 30 7.0 11.0 11.1 18.1 Yes Yes Yes A-1 15 30 7.0 14.0 14.0 21.0 Yes Yes Yes 33 30 6.7 10.0 10,9 17.6 Yes Yes Yes 35 30 7.0 10.0 10.0 17.0 Yes Yes Yes 16 30 7.0 14.0 14.8 21.8 Yes Yes Yes 37 30 6.0 10.0 10.3 16.3 Yes Yes '- Yes FUGRO SOUTH, INC. 2580 Virgo Lane; Dallas. Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT REVISED CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 10, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 2 DATE PERFORMED: December 7, 1999 Location: Drilled Piers - Multi Purpose Building Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penstra- Depth Proper Water Casing Number in. Material tion ft. tion ft. ft. Alignment Present(~) Used Remarks 17 30 7.0 14.0 14.0 21.0 Yes Yes Yes 39 30 6.5 10.0 10.2 16.7 Yes Yes Yes 41 30 6.0 10.0 10.0 16.0 Yes Yes Yes 166 24 4.5 10.0 10.2 14.7 Yes Yes Yes 43 30 6.7 10.0 10.1 16.8 Yes Yes Yes 161 24 5.5 10.0 10.2 15.7 Yes Yes Yes 45 30 6.7 10.0 10.3 17.0 Yes Yes Yes 157 24 5.5 10.0 10.0 15.5 Yes Yes Yes 47 47 30 6.0 10.0 10.4 16.4 Yes Yes Yes 149 24 7.0 10.0 10.3 17.3 Yes No No Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale m Dudng drilling operations; however, piers were dry prior to placement of concrete. Revised to clarify location as Multi-Purpose Building Thomas Cranford Fugro Technician FUGRO SOUTH INC. Reviewed By: SMH/bg Distribution: DaI-Mac Construction - Damon Norman SHW Group - Mike Elmore City of Coppell - Larry Davis SHW Group - Joe Craddock Coppell lSD - Mickey Harper 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: December 10, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 1 DATE PERFORMED: December 7, 1999 Location: Drilled Piers 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. 171 24 4.0 10.0 10.3 14.3 Yes No No 54 30 3.0 10.0 10.1 13.1 Yes No No 172 18 4.0 8.0 10.4 14.4 Yes Yes Yes 169 18 4.5 12.0 12.6 17.1 Yes No No 52 30 3.0 10.0 10.4 13.4 Yes No No 164 18 3.5 10.0 11.5 15.0 Yes Yes Yes 144 18 9.0 10.0 10.3 19.3 Yes Yes Yes 159 18 4.0 10.0 11.5 15.5 Yes Yes Yes 148 18 7.5 10.0 10.2 17.7 Yes Yes Yes 155 18 4.5 10.0 10.5 15.0 Yes Yes Yes 151 18 4.5 10.0 11.5 16.0 Yes Yes Yes 170 18 6.3 12.0 12.3 18.6 Yes Yes Yes 147 18 5.5 10.0 10.6 16.1 Yes Yes Yes 165 18 5.5 10.0 10.4 15.9 Yes Yes Yes 14 30 5.0 14.0 15.0 20.0 Yes Yes Yes J-9 30 30 7.0 11.0 11.1 18.1 Yes Yes Yes A-1 15 30 7.0 14.0 14.0 21.0 Yes Yes Yes 33 30 6.7 10.0 10.9 17.6 Yes Yes Yes 35 30 7.0 10.0 10.0 17.0 Yes Yes Yes 16 30 7.0 14.0 14.8 21.8 Yes Yes Yes 37 30 6.0 10.0 10.3 16.3 Yes Yes Yes 17 30 7.0 14.0 14.0 21.0 Yes Yes Yes I 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: December 10, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 2 DATE PERFORMED: December 7, 1999 I Location: Drilled Piers 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{il Used Remarks ff. 39 30 6.5 10.0 10.2 16.7 Yes Yes Yes 41 30 6.0 10.0 10.0 16.0 Yes Yes Yes 166 24 4.5 10.0 10.2 14.7 Yes Yes Yes 43 30 6.7 10.0 10.1 16.8 Yes Yes Yes 161 24 5.5 10.0 10.2 15.7 Yes Yes Yes 45 30 6.7 10.0 10.3 17.0 Yes Yes Yes 157 24 5.5 10.0 10.0 15.5 Yes Yes Yes 47 47 30 6.0 10.0 10.4 16.4 Yes Yes Yes 149 24 7.0 10.0 10.3 17.3 Yes No No Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale m Dudng 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