Loading...
SC-Coppell HS-LR 990917FUGRO 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 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: August 19, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7075799 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 100 PLANT/TRUCK: 7/947 CONCRETE TEMP. (°F) (ASTM C-1064): 91 MIX ID NUMBER: 16 TIME BATCHED: 3:30 AIR (%) (ASTra C-231): TIME SAMPLED: 4:15 WATER ADDED (gal): 0 WEATHER CONDITION: Hot SLUMP (in.) (ASTM C-143): 4 LOCATION OF PLACEMENT: Piers: Pier #214 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 37 7 08/26/99 80000 2830 3000/28 days CHC 38 28 09/16/99 95000 3360 CHC 39 28 09/16/99 97000 3430 CHC 40 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:" SMH/rm Distribution: DaI-Mac Construction- Darn/3n 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 DaI-Mac Construction Co. REPORT DATE: September 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208 DRILLING CONTRACTOR: Wylie Ddlling Page 1 DATE PERFORMED: September 15, 1999 Depth to Shaft Bearing Plan Actual Total Pier Diameter Material Penetra- Penetra- Depth Proper Water Casing Number in. ft. tion ft. tion ft. ft. Alignment Present(~) Used Remarks AREA D 115 30 11.3 4.0 I 4.7 I 16.0 Yes Yes Yes D.9-DA.8 AREA C 122 18 14.5 5.0 5.4 19.9 Yes Yes Yes C4.2-CA.8 121 18 13.6 4.0 4.4 18.0 Yes Yes Yes C4.5-CA.8 125 18 13.0 5.0 5.4 18.4 Yes Yes Yes C4.2-CA 126 18 14.3 4.0 4.1 18.4 Yes Yes Yes C4.5-CA 120 18 14.5 5.0 5.1 19.6 Yes Yes Yes C5-CA8 127 18 13.9 5.0 5.1 19.0 Yes Yes Yes C5-CA 118 18 13.8 5.0 5.2 19.0 Yes Yes Yes C6-CA.8 119 18 14.5 4.0 4.4 18.9 Yes Yes Yes C5.5-CA.8 129 18 14.8 5.0 5.2 20.0 Yes Yes Yes C6-CA 128 18 14.2 4.0 4.1 18.3 Yes Yes Yes C5.5-CA AREA A 239 18 14.9 5.0 5.2 20.1 Yes Yes Yes C-2-CA8 238 18 14.4 4.0 4.3 18.7 Yes Yes Yes C1.5-CA8 '~0~0 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 DaI-Mac Construction Co. REPORT DATE: September 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO.' 0791-2208 DRILLING CONTRACTOR: Wylie Drilling Page 2 DATE PERFORMED: September 15, 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 ff. 247 18 14.2 4.0 4.5 18.7 Yes Yes I Yes Cl.5-CA 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: 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 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September9, 1999 CONTRACTOR: Cortez Group TICKET NO.: 7076876 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 93 PLANT/TRUCK: 7/602 CONCRETE TEMP. (°F) (ASTM C.1064): 90 MIX ID NUMBER: 16 TIME BATCHED: 3:46 AIR (%) (ASTM C-231) .' TIME SAMPLED: 5:30 WATER ADDED (gal): 10 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-1~): 3 3/4 LOCATION OF PLACEMENT: Piers: Pier #85 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYMNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 117 7 09/16/99 85000 3010 3000/28 days CHC 118 28 10/07/99 CHC 119 28 10/07/99 CHC 120 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 Cranf0rd FUGRO SOUTH INC. Reviewed By: '~ ~' 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 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. REPORT DATE: September 17, 1999 PROJECT: Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE DATE: September9, 1999 CONTRACTOR: Cortez Group, Inc. TICKET NO.: 7076858 CONCRETE SUPPLIER: Lattimore AMBIENT TEMP. (°F): 85 PLANT/TRUCK: 7~958 CONCRETE TEMP. (°F) (ASTM C-1064): 87 MIX ID NUMBER: 16 TIME BATCHED: 11:35 AIR (%) (ASTM C-231): TIME SAMPLED: 12:10 WATER ADDED (gal): 0 WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5 LOCATION OF PLACEMENT: Grade beam at grid line AG~A4 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 113 7 09/16/99 84000 2970 3000~28 days CHC 114 28 10/07/99 CHC 115 28 10/07/99 CHC 116 Hold Fracture mode is (A) unless othem~ise noted Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~ F~ ~--~ r--] Cudng: Meffiods: ASTM C-39 Fracture: AV~ ~J V_J LaB c D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: 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