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SC-Coppell HS-LR 991210FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: PROJECT: Coppell, Texas DRILLING CONTRACTOR: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Multi-Purpose Building, Street Foundation Report Date: December 10, 1999 Project No.: 0791-2208 Page 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(i) Used Remarks fl. 138 24 7.0 10.0 10.1 17.1 Yes Yes Yes 18 30 6.7 14.0 14.3 21.0 Yes Yes Yes 50 30 5.0 10.0 10.5 15.5 Yes No No 19 30 7.4 14.0 14.2 21.6 Yes Yes Yes 137 24 7.5 10.0 10.5 18.0 Yes Yes Yes 20 30 7.7 14.0 14.1 21.8 Yes Yes Yes 129 24 7.7 9.0 9.5 17.2 Yes Yes Yes 21 30 9.0 13.0 13.4 22.4 Yes Yes Yes 145 24 6.0 10.o 10.7 16.7 Yes Yes Yes 22 30 7.7 11.0 11.8 19.5 Yes Yes Yes 26 24 6.0 11.0 11.3 17.3 Yes Yes Yes 12 30 4.9 13.0 14.7 19.6 Yes Yes Yes 27 24 6.0 11.0 11.1 17.1 Yes Yes Yes 11 30 4.1 14.0 14.4 18.5 Yes Yes Yes DATE PERFO ED: December 8, Location: Drilled Piers 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. PROJECT: Coppell High School, Multi-Purpose Building Coppell, Texas DRILLING CONTRACTOR: Street Foundation i DATE PERFORMED: Report Date: December 10, 1999 Project No.: 0791-2208 Page 2 December 8, 1999 Drilled Piers Depth , Shaft to Plan ~ Actual Total Pier Diameter Bearing Penetra- Penetra-= Depth Proper Water Casing Number in. Material tion ff. tion ft. ft. Alignment Present(s) Used Remarks 160 18 5.0 10.0 10.4 15.4 Yes Yes Yes 156 18 7.5 10.0 10.6 18.1 Yes Yes Yes 10 24 3.7 14.0 14.7 18.4 Yes Yes Yes 152 18 5.5 10.0 10.2 15.7 Yes Yes Yes 139 18 8.0 10.0 10.2 18.2 Yes Yes Yes 9 30.1 3.7 15.0 15.0 18.7 Yes Yes Yes 135* 18 9.0 - . Yes - 130 18 7.5 7.0 7.0 14.5 Yes Yes Yes 126 18 3.0 4.0 4.6 7.6 Yes No No 153 18 §.0 11.0 11.7 17.9 Yes Yes Yes 128 18 3.0 4.0 4.0 7.0 Yes No No 125 18 3.0 4.0 4.2 7.2 Yes No No 119 18 3.0 9.0 9.0 12.0 Yes No No B-7 18 6.0 6.0 6.1 12.1 Yes Yes Yes .-- FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texa~ 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. PROJECT: Coppell High School, Multi-Purpose Building Coppell, Texas DRILLING CONTRACTOR: Street Foundation ' DATE PERFORMED: Location: Drilled Piers Report Date: December 10, 1999 Project No.: 0791-2208 Page 3 DeCember 8, 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. , P-13 18 2.5 6.0 6.9 9.4 Yes Yes Yes 168 18 5.0 10.0 10.2 15.2 Yes Yes Yes 64 18 4.5 9.0 9.4 13.9 Yes Yes Yes 167 18 6.0 7.0 7.5 13.5 Yes Yes Yes 65 18 4.5 8.0 8.5 13.0 Yes Yes Yes 162 18 6.5 10.0 10.2 16.7 Yes Yes Yes 66 18 5.0 8.0 8.6 13.6 Yes Yes Yes Reinforcing steel checked in all piers and found to be ~n accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale During drilling operations; however, piers were dry prior to placement of concrete. Note: Pier 135 not completed this date due to encountering a storm drain line. Will be completed on future date. Thomas Cranford Fugro Technician SMHIbg Distribution: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper FUGRO SOUTH INC. Reviewed By: -('"~* SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford