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SC-Coppell HS-LR 990909
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: September 9, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: September 7, 1999 Location: "AREA E" 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. 16 18 6.0 11.0 11.0 17.0 Yes No Yes 8 18 7.1 11.0 11.1 18.2 Yes No Yes 1 18 6.6 6.0 6.9 13.5 Yes No Yes 15 18 7.0 11.0 11.7 18.7 Yes No Yes 12 18 6.2 7.0 7.7 13.9 Yes No Yes 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. Phillip Forrest 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 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: September 9, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 I DATE PERFORMED: September 2, 1999 Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra- Depth ft. Proper Water Casing in. ft. tion ft. tion ft. Alignment Present(~) Used Remarks AREA G 130 17 14.0 7.0 7.2 21.2 Yes Yes Yes GG.5-G5 141 18 13.5 8.0 8.1 21.6 Yes Yes Yes GG.5-G6 150 18 15.0 13.0 13.0 28.0 Yes Yes Yes GG.5-G9 161 18 13.3 7.0 7.3 20.6 Yes Yes Yes GG.5-G10 128 18 14.0 7.0 7.5 21.5 Yes Yes Yes GF.2-G5 139 18 14.0 8.0 10.4 24.4 Yes Yes Yes GF.2-G7 148 18 15.0 8.0 8.1 23.1 Yes Yes Yes GF.2-G9 174 18 14.0 9.0 9.3 23.3 Yes Yes Yes GK.7-G7.5 156 18 15.5 8.0 8.3 23.8 Yes No Yes GN-G9 155 18 14.0 8.0 8.4 22.4 Yes Yes Yes GM-G9 165 18 15.0 6.0 6.7 21.7 Yes Yes Yes GK.7-G10 146 18 14.0 9.0 9.6 23.6 Yes Yes Yes FC-G7.5 157 18 14.0 8.0 8.3 22.3 Yes Yes Yes FC-G9 168 24 14.0 8.0 8.2 22.2 Yes Yes Yes FC-G10 159 18 15.0 7,0 7.0 22.0 Yes No Yes GF.2/G 10 AREA F 45 18 13.5 7.0 7.0 20.5 Yes Yes Yes FA.3-F1 35 18 14.0 7.0 7.0 21.0 Yes Yes Yes FA.3-F3 25 18 15.0 7.0 7.3 22.3 Yes No Yes FA.3-F5 15 18 13.6 7.0 7.4 21.0 Yes No Yes FA.3-F7 8 24 14.3 8.0 8.2 22.5 Yes No Yes FA-F8 20 24 15.1 9.0 9.1 24.2 Yes Yes Yes I GM-F6 I FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8:301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 9, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Ddlling Page 2 DATE PERFORMED: September 2, 1999 Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra- Depth ft. Proper Water Casing in. ft. tlon ft. tion ft. Alignment Present(1) Used Remarks 30 24 15.4 9.0 9.1 24.5 Yes Yes Yes GM-F5 40 24 14.0 10.0 10.2 24.2 Yes Yes Yes GM-F3 38 18 13.7 7.0 7.3 21.0 Yes Yes Yes GK-F3 28 18 13.5 7.0 7.5 21.0 Yes Yes Yes GK-F5 18 18 15.0 7.0 8.2 23.2 Yes Yes Yes GK-F7 49 18 15.5 9.0 9.7 25.2 Yes Yes Yes GK.5-F1 39 18 15.4 6.0 6.6 22.0 Yes Yes Yes GK.5-F3 29 18 15.3 6.0 6.9 22.2 Yes Yes Yes GK.5-F5 19 18 16.0 6.0 6.2 22.2 Yes No Yes GK.8/F7 62 18 15.0 4.0 5.7 20.7 Yes No Yes GM.1/F8.5 43 18 14.2 7.0 8.8 23.0 Yes No Yes GF.2/F1 44 18 14.6 8.0 8.3 22.9 Yes No Yes GG/F.1 33 18 16.0 7.0 7.5 23.5 Yes No Yes GF.2/F.3 34 18 14.0 9.0 10.0 24.0 Yes No Yes G6/F.3 23 18 15.0 6.0 6.0 21.0 Yes No Yes G G.2/F.5 AREA D 32 18 11.4 5.0 5.1 16.5 Yes Yes Yes DB-D1.3 7 18 11.2 6.0 6.1 17.3 Yes Yes Yes DA-D1 40 18 11.2 7.0 7.2 18.4 Yes Yes Yes DA.7-D28 2 18 10.4 6.0 6.2 16.6 Yes Yes Yes DA.2-D3 N/A 18 10.1 6.0 6.9 17.0 Yes Yes Yes DA. 1 -D4.4 98 18 11.1 6.0 6.9 18.0 Yes Yes Yes DA.5-D4 99 18 11.0 8.0 8.0 19.0 Yes Yes Yes I DA.5-D45 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: September 9, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Ddlling Page 3 DATE PERFORMED: September 2, 1999 Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra- Depth ft. Proper Water Casing in. ft. tion ff. tion ff. Alignment Present(~) Used Remarks 100 18 10.4 6.0 6.0 16.4 Yes Yes Yes DA.5-D4.7 113 18 9.0 6.0 6.5 15.5 Yes Yes Yes DA.5-D5.5 8 18 9.0 6.0 6.2 15.2 Yes Yes Yes DA-D6 102 18 9.4 8.0 8.4 17.8 Yes Yes Yes DG.5-D4.4 N/A 18 9.5 9.0 9.0 18.5 Yes Yes Yes DC.4-D3.4 N/^ 18 9.5 8.0 9.0 18.0 Yes Yes Yes DC.2-D5 11 18 9.0 7.0 8.0 17.0 Yes Yes Yes DA.6-D5.8 13 18 7.5 7.0 7.0 14.5 Yes Yes Yes DC.4-D5.6 101 18 9.0 8.0 9.0 18.0 Yes Yes Yes DC.2-D5 Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Beadng Material: Gray Shale m Dudng ddlling operations; however, piers were dry prior to placement of concrete. Darrell Galloway/Mark Strittmatter 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 FUGRO SOUTH, INC. ~ _ 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT CLIENT: Coppell lSD, cJo Dal - Mac Construction Co. REPORT DATE: September 9, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 1 DATE PERFORMED: September 3, 1999 I Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra- Depth Proper Water Casing in. ft. flon ft. tlon ft. ft. Alignment Present(~) Used Remarks AREA D 103 18 8.0 7.0 7.1 15.1 Yes Yes Yes D5.4-DD.2 104 18 9.0 5.0 5.5 14.5 Yes Yes Yes D4.8-DD.1 167 18 8.5 5.0 5.1 13.6 Yes Yes Yes D4.5-DD.2 165 18 9.5 9.0 9.1 18.6 Yes Yes Yes D3.9-DD.3 01 18 9.0 11.0 11.2 20,2 Yes Yes Yes D2-DD 68 18 7.6 4.0 4.2 11.8 Yes Yes Yes D6.2-DC4 67 18 7.0 4.0 4.3 11.3 Yes Yes Yes D6.3-DC 65 18 7.2 4,0 4.5 11.7 Yes Yes Yes D7-DC AREA G 24 18 15.0 10.0 10.1 25.1 Yes Yes Yes GG-F5 14 18 14.5 9.0 9.1 23.6 Yes Yes Yes GG-F7 13 18 15,0 7.0 7.4 22.4 Yes Yes Yes GF. F7 6 18 15.4 8.0 8.4 23.8 Yes Yes Yes G F.2-F8 7 18 14.6 8.0 8.6 23.2 Yes Yes Yes GG-F8 5 18 15.1 6.0 6.2 21.3 Yes Yes Yes GF.2-F9 4 18 14.7 7.0 7.3 22.0 Yes Yes Yes GG-F9 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: September 9, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Ddlling Page 2 DATE PERFORMED: September 3, 1999 I Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetm- Penetra- Depth Proper Water Casing in. fL tlon ft. flon fL ft. Alignment PresentI~) Used Remarks 1 18 15.2 4.0 4.8 20.0 Yes Yes Yes GF.2-F10 169 18 15.6 8.0 9.2 24.8 Yes Yes Yes GP-G10 166 18 15.9 10.0 10.5 26.4 Yes Yes Yes GM-G10 53 18 14.5 4.0 4.5 19.0 Yes Yes Yes GP-F1 56 18 14.9 4.0 4.5 19.4 Yes Yes Yes GP-F4 55 18 13.6 4.0 4.3 17.9 Yes Yes Yes GP-F2 50 18 14.2 10.0 10.3 24.5 Yes Yes Yes GM-F1 58 18 12.4 4.0 4.9 17.3 Yes Yes Yes G4.9-F8 60 18 11.8 4.0 4.4 16.2 Yes Yes Yes GP-F8.5 59 18 13.0 4.0 4.2 17.2 Yes Yes Yes GP-F8.5 AREA F 31 18 13.7 8.0 8.3 22.0 Yes Yes Yes FB-F5 21 18 14.5 7.0 7.0 21.5 Yes Yes Yes FB-F6 3 18 14.0 8.0 8.6 22.6 Yes Yes Yes FA-F9 2 18 15.1 4.0 4.6 14.7 Yes Yes Yes FA-F10 167 18 15.0 8.0 9.2 24.2 Yes Yes Yes FB-G 10 54 18 14.6 4.0 4.4 19.0 Yes Yes Yes FC.5-F1 *'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: September 9, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Ddlling Page 3 DATE PERFORMED: September 3, 1999 Depth to Shaft Bearing Plan Actual Total Pier Number Diameter Material Penetra- Penetra. Depth Proper Water Casing in. fL tlon ft. tion ft. fL Alignment Present(1) Used Remarks 57 18 14.3 4.0 4.6 18.9 Yes Yes Yes FC.5-F4.5 22 18 12.7 7.0 7.5 20.2 Yes Yes Yes FC-F6 32 18 15.4 10.0 10.3 25.7 Yes Yes Yes FC-F4 42 18 14.9 7.0 7.7 22.6 Yes Yes Yes FC-F3 52 18 13.5 10.0 10.7 24.2 Yes Yes Yes FC-F1 41 18 13.7 9.0 9.1 22.8 Yes Yes Yes F8-F3 51 18 14.1 7.0 7.2 21.3 Yes Yes Yes F8-F1 61 18 11.8 4.0 4.6 16.4 Yes Yes Yes FB-F8.5 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. Darrell Galloway/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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 9, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 11, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3089839 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 102 PLANT/TRUCK: 3/964 CONCRETE TEMP. (°F) (ASTra C-1064): 90 MIX ID NUMBER: 16 TIME BATCHED: 2:42 AIR (%) (ASTM C-231): TIME SAMPLED: 3:30 WATER ADDED (gal): 5 WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-~43): 4 3/4 LOCATION OF PLACEMENT: Piers: pier ~6 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 13 7 08/18/99 94000 3330 3000/28 days CHC 14 28 09~08/99 120000 4220 CHC 15 28 09/08199 123000 4350 CHC 16 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof ~;~ F'T'] I-~1 [--~ Curing: Methods: ASTM C-39 Fracture: A[/%J [/~J [/] L.JB C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: ~ ~/ SMH/rm Distribution: DaI-Mac Construction - Dam/on Norman City of Coppell - Larry Davis~ Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford