Loading...
SC-Coppell HS-LR 990824FUGRO 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: August 24, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 12, 1999 CONTRACTOR: Cortez Group TICKET NO.: 3089955 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 101 PLANT/TRUCK: 3/821 CONCRETE TEMP. (°F) (ASTM C-1064): 90 MIX ID NUMBER: 16 TIME BATCHED: 3:22 AIR (%) (ASTM C-231): TIME SAMPLED: 4:10 WATER ADDED (gal): 0 WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Piers: Pier #101 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 17 7 08/19/99 120000 4240 3000/28 days CHC 18 28 09/09199 CHC 19 28 09/09199 CHC 20 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ ~ Cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: -'" J SMH/rm 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: August 234, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Wylie Ddlling Page 1 DATE PERFORMED: August 19, 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 fl. 217 24 14.5 15.0 15.0 29.5 Yes Yes Yes B3-BP 216 24 14.5 15.0 15.2 29.7 Yes Yes Yes B4-BP 220 24 15.1 12.0 12.5 27.6 Yes Yes Yes B5-BQ 222 24 14.5 15.0 15.2 29.7 Yes Yes Yes B4-BQ 221 18 14.5 9.0 9.3 23.8 Yes Yes Yes A5.3-BQ 218 18 14.5 9.0 9.2 23.7 Yes Yes Yes B2-BP 225 18 14.5 9.0 9.2 23.7 Yes Yes Yes B2-BQ B1-BQ.5 18 13.0 4.0 4.2 17.2 Yes Yes Yes B1.5-BQ.5 18 15.2 4.0 4.0 19.2 Yes Yes Yes 223 24 14.2 15.0 15.1 29.3 Yes Yes Yes B3-BQ 227 24 15.0 8.0 8.5 23.5 Yes Yes Yes B5.BR 18 12.6 4.0 4.4 17.0 Yes Yes Yes B1.7- B5.2 233 24 14.0 7.0 7.0 21.0 Yes Yes Yes B2-BS 234 18 14.2 7.0 7.1 21.3 Yes Yes Yes B2-BQ.6 232 18 14.0 10.0 10.3 24.3 Yes Yes Yes B3-B5 230 18 15.0 8.0 8.3 23.3 Yes Yes Yes B3-BR 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 24, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 DRILLING CONTRACTOR: Page 2 DATE PERFORMED: August 19, 1999 Location: Depth Shaft to Plan Actual Total Pier Diameter Bearing Penetra- Penetra- Depth Proper Water Casing Number in. Material tion ft. flon ft. ft. Alignment Present(~) Used Remarks ft. 229 24 15.6 11.0 11.4 27.0 Yes Yes Yes B4-BR 214 24 14.4 12.0 12.3 26.7 Yes Yes Yes B3-BP 228 18 13.5 9.0 9.7 23.2 Yes Yes Yes A5.3-BR Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Beadng Material: Gray Shale m Dudng drilling operations; however, piers were dry prior to placement of concrete. Thomas Cranford Fugrc 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: August 24, 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 Present(~) Used Remarks ft. (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 (BS-BM)202 24 14.5 15.0 12.4 26.9 Yes Yes Yes B1-BL (B5-BM)204 24 14.5 15.0 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 (A5.3-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 (BI-BP)219 24 14.7 12.0 12.1 26.8 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 24, 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{i} Used Remarks ff. 209 18 14.2 9.0 9.2 23.4 Yes Yes Yes A5.3-BN (A5.3-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 otherwise noted. Bearing Material: Gray Shale m During drilling operations; however, piers were dry prior to placement of concrete. Thomas Cranford Fugro Technician FUGRO SOUTH INC, Reviewed By: ~i"~. -~,~ SMH/em 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