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SC-CFBISD Riverchase-LR 991019FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 820-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 17, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1413912 AMBIENT TEMP. (°F): 67 CONCRETE TEMP. (°F) (ASTM C-1064): 73 TIME BATCHED: 5:38 TIME SAMPLED: 6:25 WEATHER CONDITION: Dark LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31/558 MIX ID NUMBER: 8273 AIR (%) (ASTM C-231): 4 WATER ADDED (gal): 10 SLUMP (in.) (ASTM C.143): 5.50 Paving, Parent drop off at Intersection of Star Leaf CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) REC 37 7 09/24/99 117000 4140 3500/28 days REC 38 28 10/15/99 140000 4950 REC 39 28 10/15/99 137000 4850 REC 40 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: Unit Weight: 147 lbs./cu, ft. Technician: Mike Flute SMH/bg Distribution: FUGRO SOUTH INC. Reviewed By: DaI-Mac Construction - Jason Lillard Dat-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 FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301: Fax (972) 620-7328 COMPRESSIVE STRENGTH OF MORTAR CUBES Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Riverchase Elementary School, Coppell, Texas Report Date: October 19, 1999 Project No.: 0791-2184 SAMPLE DATE: October 11, 1999 Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: C and D ASTM C-109 East wall of gymnasium, 40th lift from bottom thru 42nd 10:44 Time Sampled: 10:45 Type S SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq, in.) (lbs.) (psi) (psi/days) REC 43 7 10/18/99 4.0 18270 4570 1800/28 REC 44 7 10/18/99 4.0 18375 4590 REC 45 7 10/18/99 4.0 18600 4650 REC 46 28 11/08/99 4.0 REC 47 28 11/08/99 4.0 REC 48 28 11/08/99 4.0 Remarks: Frank Daniel 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: l'~. "'~'~ 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: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 17, 1999 CONTRACTOR: Stdland TICKET NO.: 315781 AMBIENT TEMP. (°F): 74 CONCRETE TEMP. (°F) (ASTM C.'1064): 72 TIME BATCHED: 7:42 TIME SAMPLED: 8:25 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Pioneer PLANT/TRUCK: 29/2 MIX ID NUMBER: 9351 AIR (%) (ASTM C-231): WATER ADDED (gal): 5 SLUMP (in.) (ASTM C-143): 5 3/4 Grade beam, sampled at grade beam D1-W2 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) REC 41 7 09/24/99 99000 3500 3000/28 days REC 42 28 10/15/99 121000 4280 REC 43 28 10/15/99 123000 4350 REC 44 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~[~] ~ E~] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute SMH/bg 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 17, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1414238 AMBIENT TEMP. (°F): 76 CONCRETE TEMP. (°F) (ASTM C-1064): 80 TIME BATCHED: 8:09 TIME SAMPLED: 8:50 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31/631 MIX ID NUMBER: 8273 AIR (%) (ASTM C-231): WATER ADDED (gal): 8 SLUMP (in.) (ASTM C-143): 5.50 Pavement on grade, sampled at parent drop off and fire lane, 5 feet south, 10 feet west off entrance CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) REC 45 7 09/24/99 102000 3610 3500/28 days REC 46 28 10/15/99 152000 5380 REC 47 28 10/15/99 150000 5310 REC 48 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] [~ [~ r--~ cudng: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute SMH/bg 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 820-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Riverchase Elementary School, Coppell, Texas REPORT DATE: October 19, 1999 PROJECT NO: 0791~2184 SAMPLE DATE: September 17, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1414629 AMBIENT TEMP. (°F): 83 CONCRETE TEMP. (°F) (ASTM C-10S4): 81 TIME BATCHED: 11:22 TIME SAMPLED: 12:15 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31/631 MIX ID NUMBER: 8273 AIR (%) (ASTM C-231): 4 WATER ADDED (gal): 15 SLUMP (in.) (ASTM C-t43): 6 Pavement on grade, sampled at west half of staff parking near stall 3 from north CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH ,NUMBER (daya) TESTED (pounds) (psi) (psi) REC 49 7 09/24/99 103000 3640 3500/28 days REC 50 28 10/15/99 126000 4460 REC 51 28 10/15/99 124000 4390 REC 52 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ ~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute SMH/bg 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972)620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 20, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1415633 AMBIENT TEMP. (°F): 69 CONCRETE TEMP. (°F) (ASTM C-1064): 74 TIME BATCHED: 5:25 TIME SAMPLED: 6:00 WEATHER CONDITION: Dark LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31 / 481 MIX ID NUMBER: 8273 AIR (%) (AS?M C-231): 3 WATER ADDED (gal): 15 SLUMP (in.) (ASTM C-143): 5 Pavement on Grade - Sampled at: Southwest side of staff parking area near Stall #2. 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) REC 53 7 9/27/99 106000 3750 ..~ 3500/28 days REC 54 28 10/18/99 145000 5130 REC 55 28 10/18/99 147000 5200 REC 56 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f [~3 [~ [~ E~] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute SMH/bg 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 FUGRO SOUTH, INC. 2880 virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September20, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1415851 AMBIENT TEMP. (°F): 76 CONCRETE TEMP. (°F) (ASTM C-10~4): 76 TIME BATCHED: 7:32 TIME SAMPLED: 8:15 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31 / 814 MIX ID NUMBER: 8273 AIR (%) (ASTM C-231): 3.5 WATER ADDED (gal): SLUMP (in.) (ASTM C-143): 5 Pavement on Grade - Sampled at: East end of staff parking lot at Stall 13 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) REC 57 7 9/27/99 85000 3010 3500/28 days REC 58 28 10/18/99 117000 4140 REC 59 28 10118/99 120000 4240 REC 60 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;~71 l-I-] I'~11--I Cudng: Methods: ASTM C-39 Fracture: A~J [/XJ ~/~ L._~B c D REMARKS: Technician: Mike Flute SMH/bg 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 20, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1416116 AMBIENT TEMP. (°F): 82 CONCRETE TEMP. (°F) (ASTM C-1064): 80 TIME BATCHED: 7:42 TIME SAMPLED: 10:30 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31 / 482 MIX ID NUMBER: 8273 AIR (%) (ASTM C-231): 3.5 WATER ADDED (gal): SLUMP (in.) (ASTM C-~43): 5-1/4 Pavement on Grade - Sampled at: Northwest side of staff parking at Stall 3 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) REC 61 7 9/27~99 94000 3330 3500/28 days REC 62 28 10/18/99 122000 4320 REC 63 28 10/18/99 124000 4390 REC 64 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: Mike Flute FUGRO SOUTH INC. SMH/bg Distribution: 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 21, 1999 CONTRACTOR: JRJ Paving TICKET NO.: 1416944 AMBIENT TEMP. (°F): 60 CONCRETE TEMP. (°F) (ASTra C-10S4): 63 TIME BATCHED: 6:53 TIME SAMPLED: 7:20 WEATHER CONDITION: Dark LOCATION OF PLACEMENT: CONCRETE SUPPLIER: TXI PLANT/TRUCK: 31 / 721 MIX ID NUMBER: 8273 AIR (%) (ASTM C-231): 3-1/4 WATER ADDED (gal): 15 SLUMP (in.) (ASTM C-143): 5.5 Pavement on Grade - north side of staff parking, near stall 5 in drivewy area. CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (da}is) TESTED (pounds) (psi) (psi) REC 65 7 9/28/99 121000 4280 3500/28 days REC 66 28 10/19/99 170000 6010 REC 67 28 10/19/99 168000 5940 REC 68 Hold Fracture mode is (A) uniess othenvise noted Speciflca,ons: Making & ASTM 0-31 Testing ASTM 0-143. Typesof ~] [~ [~ ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute SMH/rm 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: September 21, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTra C-10S4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: JRJ Paving 1417050 CONCRETE SUPPLIER: TXI 64 PLANT/TRUCK: 31 67 MIX ID NUMBER: 8273 7:58 AIR (%) (AS'r~ C-231): 3-1/4 8:35 WATER ADDED (gal): 25 Dark/Cloudy SLUMP (in.) (ASTM C-'143): 5-1/4 Pavement on Grade - Sample at: Northeast side of Stall 11 in parent drop off lane 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) REC 69 7 9/28/99 110000 3890 3500/28 days REC 70 28 10/19/99 145000 5130 REC 71 28 10/19/99 147000 5200 REC 72 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~] ~ ["] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Mike Flute SMH/rm 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: October 19, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: October 11, 1999 CONTRACTOR: TICKET NO.: 815550 AMBIENT TEMP. (°F): 85 CONCRETE TEMP. (°F) (ASTM C.10S4): 80 TIME BATCHED: 11:30 TIME SAMPLED: 12:00 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: Striland Construction CONCRETE SUPPLIER: Pioneer PLANT/TRUCK: 29/728 MIX ID NUMBER: 9351 AIR (%) (ASTM C-231): 5 WATER ADDED (gal): 15 SLUMP (in.) (ASTM C-143): 5 Pavement on sidewalk on right side 25 feet east of center line (north end) bus drop off 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) REC 173 7 10/18/99 102000 3610 3000/28 days REC 174 28 11/08/99 REC 175 28 11/08/99 REC 176 Hold Fracture mode is (A) unless other,.~ise noted Specifications: Making & ASTM C-:~1 Testing ASTM C-143, Typesof [~ [~ [~] ~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Frank Daniel SMH/rm 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