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SC-CFBISD Riverchase-LR 991118FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Ph (972) 484-8301; COMPRESSIVE STRENGTH OF MORTAR CUBES Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Riverchase Elementary School, Coppell, Texas Dallas, Texas 75229 Fax (972) 620-7328 Report Date: November 18, 1999 Project No.: 0791-2184 SAMPLE DATE: October 20, 1999 Contractor: Method of Test: Sample Location: Time Batched: Results / Remarks: Dal Mac ASTM C-109 Gymnasium Coarse 55 5 blocks right of northeast corner 10:00 Time Sampled: 10:10 Type S SAMPLE AGE DATE AREA APPLIED ' COMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH tdays) (sq. in.) ,(lbs.) (psi) (psi/days) REC 85 7 09/27/99 4.0 8820 2205 1800/28 REC 86 7 09/27/99 4.0 8610 2153 REC 87 7 09/27/99 4.0 8480 2120 REC 88 28 10/18/99 4.0 14215 3554 REC 89 28 10/18/99 4.0 14325 3581 REC 90 28 10/18/99 4.0 13975 3494 Rema~s: Greg Forsythe Technician SMH/rm Distribution: DaI-Mac Construction - Jason Lillard City of Coppell - Larry Davis SHW Group - Joe Craddock Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Nate Payne City of Coppell - Lee Stone SHW Group - Terry Hoyle FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 820-7328 COMPRESSIVE STRENGTH OF GROUT CYLINDERS CLIENT: PROJECT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Riverchase Elementary School, Coppell, Texas Report Date: November 18, 1999 Project No.: 0791-2184 SAMPLE DATE: October 20, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 68 GROUT TEMP. (°F): 69 TIME BATCHED: 10:40 TIME SAMPLED: 10:50 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Dal Mac GROUT SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C-231) WATER ADDED: SLUMP (inches) (ASTM C-143) Coarse 55, 20 blocks right of northwest corner On Site GROUT CYLINDER COMPRESSIVE STRENGTH TESTS Standard 3" x 6", 7.07 square inches CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE NUMBER (days) TESTED (pounds) STRENGTH STRENGTH (psi) (psi) REC 49 7 10/27/99 24850 3515 2500/28 days REC 50 28 11/17/99 35490 3943 REC 51 28 11/17/99 35780 3975 REC 52 28 11/17/99 36000 4000 Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39 Cudn~l: REMARKS: Technician: Greg Forsythe FUGRO SOUTH, INC. SMH/rm Distribution: Reviewed By: ~ DaI-Mac Construction - Jason Lillard City of Coppell - Larry Davis SHW Group - Joe Craddock Carrollton - Farmers Branch lSD - Tom Bell DaI-Mac Construction - Nate Payne City of Coppell - Lee Stone SHW Group - Terry Hoyle FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Riverchase Elementary School, Coppell, Texas REPORT DATE: November 18, 1999 PROJECT NO: 0791-2184 SAMPLE DATE: November 10, 1999 CONTRACTOR: TICKET NO.: 384785 AMBIENT TEMP. (°F): 75 CONCRETE TEMP. (°F) (As'r~ c-t0e4): 70 TIME BATCHED: 8:20 TIME SAMPLED: 9:20 WEATHER CONDITION: sunny LOCATION OF PLACEMENT: Striland Construction CONCRETE SUPPLIER: Pioneer PLANT/TRUCK: 29t923 MIX ID NUMBER: 9704 AIR (%) (ASTU C-231): WATER ADDED (gal): 2.5 SLUMP (in.) (ASWa C-143): 5 Paved on the gym floor on grid line 2 A 5.5 on line 13 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x12". 28.27 aquare Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER {da)ts) TESTED (pounds) (psi) (psi) ~REC 193 7 11-17-99 90000 3180 4000/28 days REC 194 28 12-8-99 REC 195 28 12-8-99 REC 196 Hold Fracture mode is (A) unless otherwise noted Si3eciflca,ons: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;;~ ~'] [-'~ r'"] curing: Methods: ASTM C-39 Fracture: AV'~J I/~J [/I L_JB C D REMARKS: Technician: Julio Perez SMH/kp Distribution: FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell