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SC-Coppell HS-LR 991209
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 9, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 1 DATE PERFORMED: December 6, t999 Location: Drilled Piers ;" Depth Shaft to Plan Actual Total Pier Diameter Bearing Penatra- Penetra-.. Depth 'i. proper Water Casing Number in. ...= Material~ tton fL' tion ft. ft.. "': Al~,,!gnmentpresent~! Used Remarks ..-~,...~. It. ': ': ......... . ............ ":. 74 18 2.0 10.0 10.0 12.0 Yes No No R-16 92 18 3.5 10.0 10.0 13.5 Yes No No G-17 75 18 3.5 8.0 8.2 11.7 Yes No No N-16 76 18 3.7 8.0 8.0 11.7 Yes No No N.5-16 91 18 2.5 10.0 10.0 12.5 Yes Yes Yes F-17 77 18 2.4 8.0 8.4 11.0 Yes No No K-16 78 18 3.4 11.0 11.9 15.3 Yes No No J-16 90 18 3.5 10.0 10.0 13.5 Yes Yes Yes E-17 79 18 3.0 10.0 10.6 13.6 Yes No No G-16 89 18 2.5 10.0 10.2 12.7 Yes No No D-17 80 18 4.0 10.0 10.1 14.1 Yes No No F-16 88 18 2.5 10.0 10.2 12.7 Yes No No C-17 81 18 3.0 10.0 11.5 14.5 Yes Yes Yes E-16 87 18 3.0 10.0 10.2 13.2 Yes Yes Yes B-17 82 18 3.0 10.0 10.4 13.4 Yes Yes Yes D-16 · 86 18 3.0 11,0 11.3 14.3 Yes Yes Yes A-17 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 9, 1999 PROJECT: coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 2 DATE PERFORMED: December 6, 1999 I Location: Drilled Piers Shaft.. to' Plan 'Actual Total:'-" * Pier Diametar Bearing Penetra- Penetra- Del)th . proper . ' Water 'Casing Number in. ' ' ~ Material flon fL tlon fL f~.. ;. Alignment ' Preseht~) Used Remarks 83 18 3.0 10.0 10.3 13.3 Yes Yes Yes C-16 84 18 3.0 10.0 10.0 13.0 Yes Yes Yes B-16 85 24 2.5 8.0 8.2 10.7 Yes Yes Yes A-16 179 18 2.7 11.0 11.8 14.5 Yes No No R-13 178 18 3.1 10.0 10.2 13.3 Yes Yes Yes N-13 177 18 2.5 10.0 10.2 12.7 Yes Yes Yes L2-13 176 18 2.5 8.0 8.3 10.8 Yes Yes Yes K-13 51 30 3.0 10.0 10.0 13.0 Yes No No ^-11 55 30 3.0 14.0 14.4 17.4 Yes No No A-13 63 18 2.4 9.0 9.1 11.5 Yes Yes Yes 53 30 3.4 10.0 10.0 13.4 Yes No No ^-11 62 18 2.5 8.0 9.0 11.5 Yes No No 61 18 2.5 8.0 8.3 10.8 Yes Yes Yes 175 24 3.6 10.0 10.0 13.6 Yes No No 60 18 2.5 8.0 9.1 11.6 Yes No No 174 18 3.4 10.0 10.1 13.5 Yes Yes Yes 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: December g, 19gg PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 3 ! DATE PERFORMED: December 6, 1999 I Location: Drilled Piers Shaft · to . Plan ~ Actual ' Tofai. Pier Diameter Bearing Penetra- Penetra. Del~h ~ ProPer Water Casing Number in. .. "' Material. lion fL ' lion'G=. - ~ '*ft.'. ' ,. Alignment : Present~)Used Remarks, 59 18 3.0 8.0 8.5 11.5 Yes No No 173 18 4.0 10.0 10.0 14.0 Yes Yes Yes 58 18 3.0 9.0 9.2 12.2 Yes No No Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Beadng Material: Gray Shale m During drilling operations; however, piers were dry prior to placement of concrete. Thomas Cranford Fugro Technician FUGRO SOUTH INC. 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 820-7328 DRILLED PIER OBSERVATION REPORT REVISED CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: December 9, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 1 DATE PERFORMED: December 6, 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(~1 Used Remarks fl. 74 18 2.0 10.0 10.0 12.0 Yes No No R-16 92 18 3.5 10.0 10.0 13.5 Yes No No G-17 75 18 3.5 8.0 8.2 11.7 Yes No No N-16 76 18 3.7 8.0 8.0 11.7 Yes No No N.5-16 91 18 2.5 10.0 10.0 12.5 Yes Yes Yes F-17 77 18 2.4 8.0 8.4 11.0 Yes No No K-16 78 18 3.4 11.0 11.9 15.3 Yes No No J-16 90 18 3.5 10.0 10.0 13.5 Yes Yes Yes E-17 79 18 3.0 10.0 10.6 13.6 Yes No No G-16 89 18 2.5 10.0 10.2 12.7 Yes No No D-17 80 18 4.0 10.0 10.1 14.1 Yes No No F-16 88 18 2.5 10.0 10.2 12.7 Yes No No C-17 81 18 3.0 10.0 11.5 14.5 Yes Yes Yes E-16 87 18 3.0 10.0 10.2 13.2 Yes Yes Yes B-17 82 18 3.0 10.0 10.4 13.4 Yes Yes Yes D-16 86 18 3.0 11.0 11.3 14.3 Yes Yes Yes A-17 FUGRO SOUTH, INC. ~ 2680 Virgo Lane; Dallas, Texas ?$229 Ph (972) 41!N..6301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT REVISED CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: December 9, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 2 DATE PERFORMED: December 6, 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 ft. 83 18 3.0 10.0 10.3 13.3 Yes Yes Yes C-16 84 18 3.0 10.0 10.0 13.0 Yes Yes Yes B-16 85 24 2.5 8.0 8.2 10.7 Yes Yes Yes A-16 179 18 2.7 11.0 11.8 14.5 Yes No No R-13 178 18 3.1 10.0 10.2 13.3 Yes Yes Yes N-13 177 18 2.5 10.0 10.2 12.7 Yes Yes Yes L2-13 176 18 2.5 8.0 8.3 10.8 Yes Yes Yes K-13 51 30 3.0 10.0 10.0 13.0 Yes No No A-11 55 30 3.0 14.0 14.4 17.4 Yes No No A-13 63 18 2.4 9.0 9.1 11.5 Yes Yes Yes 53 30 3.4 10.0 10.0 13.4 Yes No No A-11 62 18 2.5 8.0 9.0 11.5 Yes No No 61 18 2.5 8.0 8.3 10.8 Yes Yes Yes 175 24 3.6 10.0 10.0 13.6 Yes No No 60 18 2.5 8.0 9.1 11.6 Yes No No 174 18 3.4 10.0 10.1 13.5 Yes Yes Yes FUGRO SOUTH, INC. ~ 2~0 Virgo Lane; Dallas, Texas 75229 Ph (972) 4~4-8301; Fax (972) 620-?328 DRILLED PIER OBSERVATION REPORT REVISED CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 9, 1999 PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 3 DATE PERFORMED: December 6, 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 fl. 59 18 3.0 8.0 8.5 11.5 Yes No No 173 18 4.0 10.0 10.0 14.0 Yes Yes Yes 58 18 3.0 9.0 9.2 12.2 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 During 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: '-~. ~ g,./.~._ 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