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SC-Coppell HS-LR 990831 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 31. 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO,' 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: August 30, 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. fl. Alignment Present(i) Used Remarks ft. 92 18.0 14.2 10.0 10.4 24.6 Yes Yes Yes GC-G2 112 18.0 14.4 8.0 8.2 22.6 Yes Yes Yes GG.5-G4 93 18.0 15.5 11.0 11.2 26.7 Yes Yes Yes GD-G2 94 18.0 15.5 8.0 8.3 23.8 Yes Yes Yes GE-G3 95 18.0 15.7 11.0 11.1 26.8 Yes Yes Yes GG-G3 97 24.0 15.9 13.0 13.2 29.1 Yes Yes Yes G4-G2 98 24.0 14.8 12.0 12.0 26.8 Yes Yes Yes G J-G2 99 24.0 14.7 11.0 11.8 26.5 Yes Yes Yes GK-G2 101 24.0 15.3 12.0 12.5 27.8 Yes Yes Yes GA-G2 65 18.0 13.2 4.0 4.4 17.6 Yes Yes Yes G^-G1 69 18.0 13.8 4.0 4.7 18.5 Yes Yes Yes GB-G2 70 18.0 14.4 4.0 4.3 18.7 Yes Yes Yes GB.5-G2 71 18,0 13.8 4.0 4.2 18.0 Yes Yes Yes GC-G.5 72 18.0 12.5 4.0 4.4 16.9 Yes Yes Yes GD.8-G.5 73 18.0 13.2 4.0 4.2 17.4 Yes Yes Yes GG-G .5 74 18.0 12.8 4.0 4.4 17.2 Yes Yes Yes GH-G.5 FUGRO SOUTH, INC. J 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c. Jo Dal- Mac Construction Co. REPORT DATE: August 31, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 30, 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 ft. 21.4 1 Yes I Yes I Yes GJ-G.5 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: ~l~. 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 2880 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: August 31, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: August 18, 1999 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 Presentm Used Remarks fl. (B5-BL)196 24 16.5 '12.0 12.2 28.7 Yes Yes Yes Pad B (A9.9-BE.5)162 18 15.0 6.0 9.5 24.5 Yes Yes Yes Pad B (A4.5-BL)198 24 15.5 15.0 15.0 30.5 Yes Yes Yes Pad B (A9.9-BF9)173 18 15.4 6.0 6.3 21.7 Yes Yes Yes Pad B (A3.9-BL)199 24 16.0 15.0 16.6 31.6 Yes Yes Yes Pad B 164 18 14.5 8.0 9.2 23.7 Yes Yes Yes A7-BE.5 (B1-BL)201 24 17.5 12.0 12.0 29.5 Yes Yes Yes B1-BL (BI-B J)189 24 14.5 12.0 12.7 27.2 Yes Yes Yes B1-BL (B5-BM)202 24 14.5 12.0 12.4 26.9 Yes Yes Yes B1-BL (B5-BM)204 24 14.5 12.0 14.7 29.2 Yes Yes Yes B1-BL (B3-BM)205 24 15.7 9.0 15.0 30.7 Yes Yes Yes B1-BL (AS.3-BL)197 18 15.5 9.0 9.4 24.9 Yes Yes Yes B1-BL (A5.3-BM)203 18 14.5 9.0 9.1 23.6 Yes Yes Yes B1-BL (B2-BL)200 18 14.7 9.0 9.2 23.9 Yes Yes Yes B1-BL (B2-BM)206 18 14.2 9.0 9.3 23.5 Yes Yes Yes Pad B (B2-BN)212 18 15.0 9.0 9.3 24.3 Yes Yes Yes Pad B (B5-BN)208 24 14.0 12.0 14.4 26.4 Yes Yes Yes Pad B (BI-BM)207 24 14.5 12.0 12.2 26.7 Yes Yes Yes Pad B (B1-BN)213 24 15.0 12.0 12.2 27.2 Yes Yes Yes Pad B 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 31, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 18, 1999 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(~ Used Remarks ft. (BI-BP)219 24 14.7 12.0 12.1 26.8 Yes Yes Yes Pad B 209 18 14.2 9.0 9.2 23.4 Yes Yes Yes ^5.3-BN (~5.3-BP)215 18 14.5 9.0 9.4 23.9 Yes Yes Yes (A4.5-BN)210 24 14.2 15.0 15.4 29.6 Yes Yes Yes (A4-BN)211 24 14.2 15.0 15.1 29.3 Yes Yes Yes (B1-BQ)226 24 15.0 9.0 9.0 24.0 Yes Yes Yes Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless othenvise noted. Bearing Material: Gray Shale m Dudng ddlling operations; however, piers were dry prior to placement of concrete. *Revised to clarify Plan Penetration depth for Piers 202 and 204. Thomas Cranford Fugro Technician FUGRO SOUTH INC. Reviewed By: "~'~D'>~. _"~,~.~',~-.~ . SMH/em 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