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SC-Coppell HS-LR000211
FUGRO SOUTH, INC. IlO 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 DRILLED PIER OBSERVATION REPORT ~sed ~;Remark~ AB/2.3 18 20.4 4.0 4.3 24.7 Yes No No 70 AB/2.9 18 21.0 4.0 4.6 25.6 Yes No No 69 0.5/3.5 18 20.0 6.0 6.2 26.2 Yes No No 8 0.5/1 36 18.6 4.0 4.0 22.6 Yes No No 1 ~1 36 17.9 6.0 6.1 24.0 Yes No No 2 A.3/3.5 18 20.7 7.0 7.1 27.8 Yes No No 7 B/3.5 18 21.7 7.0 7.0 28.5 Yes No No 6 F/12 36 16.5 4.0 4.5 21.0 Yes No No 109 AB/16.9 18 20.4 4.0 4.2 24.6 Yes No No 63 G/12 36 16.5 4.0 4.6 21.1 Yes No No 117 F/10 36 18.6 5.0 5.2 23.8 Yes No No 108 AB/4.9 18 21.0 4.0 4.3 25.3 Yes No No 64 G/10 36 15.4 5.0 5.2 20.6 Yes No No 118 F/9 36 15.6 5.0 5.0 20.6 Yes No No 107 D/12.5 18 19.4 4.0 4.4 23.8 Yes No No 103 G/9 36 15.6 5.0 5.1 20.7 Yes No No 119 CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 11, 2000 PROJECT: Coppell High School, Stadium Expansion, Coppell, Texas Project No.: 0791-2208 DRILLING CONTRACTOR: Street Foundation Page 1 I DATE PERFORMED: FebruarY 9, 2000 ' ' ' I Location: Drilled Piers FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 820-7328 DRILLED PIER OBSERVATION REPORT CLIENT: PROJECT: DRILLING CONTRACTOR: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Coppell, Texas Street Foundation Report Date: February 11, 2000 Project No.: 0791-2208 Page 2 DATE PERFO'RMED: February 9, 2000. Location: Drilled Piers F/7 36 16.3 4.0 4.2 20.5 Yes No No 106 AA/1 18 19.4 4.0 4.2 23.6 Yes No No 72 AA/1.6 18 19.7 4.0 4.2 23.9 Yes No No 71 B/1 36 13.2 9.0 9.0 22.2 Yes No No 3 D/9.5 18 21.3 4.0 4.8 26.1 Yes No No 102 Reinforcing steel checked in all piers and found to be in accordance with project requirements, unless otherwise noted. Bearing Material: Gray Shale 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 Elmom JRJ Paving - Jeff Williford FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: coppell lSD, c/o Dal - Mac Construction Co. Report Date: February 11, 2000 PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: February 2, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-~0~4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal-Mac - Cortez 7082949 41.5 54.0 10:45 a.m. 11:35 a.m. CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 - 956 MIX ID NUMBER: 16 AIR (%) (ASTM C.23~): 3-1/4 WATER ADDED (gal): -0- 5.0 Partly Cloudy SLUMP (in.) (ASTM C-t43): Piers -Top 1/4 of A/24, B/24, bottom 1/2 O.A/23 'CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS ' : standard 6"x 12", 28.27 squar~ inCheS ~ TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 520 7 02-09-00 99000 3500 3000/28 days CHC 521 28 03-01-00 CHC 522 28 03-01-00 CHC 523 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ [~ [~ r-'~ curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Phillip Forrest 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: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppeil High School, Stadium Expansion Coppell, Texas Report Date: February 11,2000 Project No.: 0791-2208 SAMPLE DATE: February 3, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: DaI-Mac - Cortez Group 3098579 CONCRETE SUPPLIER: Lattimore 62.6 pLANT/TRUCK: 3 / 964 56.8 MIX ID NUMBER: 16 11:19 a.m. AIR (%) (AS?M C-25t): 1.5 12:05 p.m. WATER ADDED (gal): Clear SLUMP (in.) (ASTM C-143): 5.0 Piers - ^.3/21.5, Bl/21.5 and AB.1/22.1 co ,. ss,v , s,s = Star~dard 6"x 12 , 28.27 square inc e TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LO~ ST~NG~ ST~NG~ NUMBER (days) TESTED (pounds) (psi) (psi) CHC 524 7 02-10-00 97000 3430 3000/28 days CHC 525 28 03-02-00 CHC 526 28 03-02-00 CHC 527 Hold F~m ~e is (A) ~;;~ offie~S· Spedfi~fi~s: Making & ASTM ~31 Testing ASTM ~143, T~of ~ ~ ~ ~ Cuds: Meffi~s: ASTM C-39 Fromm: A B C REMARKS: Technician: Phillip Forrest FUGRO SOUTH INC. Reviewed By: ~ SMHlbg 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