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SC-Coppell HS-LR000406FUGRO 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. Coppell High School, Stadium Expansion Coppell, Texas Report Date: Apdl 6, 2000 Project No.: 0791-2208 SAMPLE DATE: March 8, 2000 CONTRACTOR: Cortez Group TICKET NO.: 7084322 AMBIENT TEMP. (°F): 72 CONCRETE TEMP. (°F) (ASTM C-t0S4): 79 TIME BATCHED: 1:30 TIME SAMPLED: 2:30 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (Aswa C.231) .' WATER ADDED (gal): SLUMP (in.) (Aswa C443): Grade beam, grid line D-16 Lattimore 7/956 42 4.9 10 4.50 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 712 7 03/15/00 94000 3330 4000/28 days CHC 713 28 04/05/00 122000 4320 CHC 714 28 04/05/00 125000 4420 CHC 715 Hold Fracture mode is (A) unless 0~erwise noted Specifications: Making & ASTM 0-31 Testing ASTM C-143. Typesof ~] [~ [~1 ["] Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Thomas Cranford FUGRO SOUTH INC. Reviewed By:~ 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. Coppell High School, Stadium Expansion Coppell, Texas Report Date: Apdl 6, 2000 Project No.: 0791-2208 SAMPLE DATE: March 8, 2000 CONTRACTOR: Cortez Goup TICKET NO.: 7084327 AMBIENT TEMP. (°F): 73 CONCRETE TEMP. (°F) (ASTM C.1064): 79 TIME BATCHED: 2:22 TIME SAMPLED: 3:40 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7/959 MIX ID NUMBER: 42 AIR (%) (ASTM C-231): 4.7 WATER ADDED (gal): 20 SLUMP (in.) (Aswa c.143): 5 Columns, grid tine A-l, Column 1 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 716 7 03/15/00 83000 2940 4000/28 da),s CHC 717 28 04/05/00 119000 4210 CHC 718 28 04/05/00 118000 4170 CHC 719 Hold Fracture mode is (A) Unless otherwise noted Spedficalions: Making & ASTM C-31 Testing ASTM 0-143, Types°f ~] [~ 0D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: ~ 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) 4~,-~01; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Coppell lSD, c/o Dal- Mac Construction Co. Report Date: April 6, 2000 PROJECT: Coppell HiGh School, Tennis Court/ParkinG Lot Project No.: 0791-22o8 coppell, Texas SAMPLE DATE: March 30, 2000 CONTRACTOR: TICKET NO.: 1543243 AMBIENT TEMP. (°F): 61 CONCRETE TEMP. (°F) (ASTM C-t064): 78 TIME BATCHED: 1:50 TIME SAMPLED: 2:15 WEATHER CONDITION: Overcast LOCATION OF PLACEMENT: Trans Texas Tennis CONCRETE SUPPUER: TXI PLANT/TRUCK: 41/61 MIX ID NUMBER: 8204 AIR (%) (.~TM C-231): WATER ADDED (gal): 20 SLUMP (in.) (ASTM C-14~): 5 1/8 Tennis Court #11, 3 feet west, 5 feet south 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) CHC 804 6 04/05/00 65000 2300 3500/28 days .. CHC 805 28 04/27/00 CHC 806 28 04/27/00 CHC 807 Hold Fracture mode is (A) unless othen~lee noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r'~ r~ n Curing: Methods: ASTM C-39 Fracture: Av~ V~ VI lIB C D REMARKS: Technician: SMH/rm Distribution: Thomas Cranford FUGRO SOUTH INC. Reviewed By: ~ 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, Texa~ 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROdECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Tennis Court/Parking Lot Coppell, Texas Report Date: Apri~ 6, 2000 Project No.: 0791-2208 SAMPLE DATE: March 30, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Trans Texas Tennis 1543136 CONCRETE SUPPLIER: 60 PLANT/TRUCK: 78 MIX ID NUMBER: 12:56 AIR (%) (ASTM C-23t): 1:25 WATER ADDED (gal): 20 Overcast SLUMP (in.) (ASTM C-t43): 5 Tennis Court, Court #11, 10 feat south, 25 feat east TXI 46/805 8204 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6"x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRE~iVE CYMNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (da)is) TESTED (pounds) (psi) (psi) CHC 800 6 04/05/00 79000 2790 3500~28 days CHC 801 28 04/27/00 CHC 802 28 04/27/00 CHC 803 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. SMH/rm Distribution: Reviewed By: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppetl lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texa~ 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Tennis Court/Parking Lot Coppell, Texas Report Date: Apri~ 6, 2000 Project No.: 0791-2208 SAMPLE DATE: March 30, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.10S4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Transit Texas Tennis 1543018 CONCRETE SUPPLIER: TXI 60 PLANT/TRUCK: 41/712 78 MiX ID NUMBER: 8204 12:09 AIR (%) {ASTM C-231): 12:40 WATER ADDED (gal): 15 Overcast SLUMP (in.) (ASTM C.t43): 4 3/4 Tennis Court #9, 5 feet north, 10 feet west 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 796 6 04/05/00 77000 2720 , , , 3500/28 days CHC 797 28 04/27/00 CHC 798 28 04/27/00 CHC 799 Hold Fracture mode iS (A) unless otheltNise noted Specifications: Making& ASTM C-31 T. ting ASTM C-143, Types of ~ B [~ D Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: SMH/rm Distribution: Thomas Cranford FUGRO SOUTH INC. Reviewed By:--~, 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 Vbgo 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: April 6, 200O PROJECT: Coppell High School, Tennis Court/Parking Lot Project NO.: 0791-2208 Coppell, Texas SAMPLE DATE: March 30, 3000 CONTRACTOR: TICKET NO.: 1542944 AMBIENT TEMP. (°F): 54 CONCRETE TEMP, (°F) (ASTM C-10S4): 76 TIME BATCHED: 11:31 TIME SAMPLED: 11:50 WEATHER CONDITION: Overcast LOCATION OF PLACEMENT: Trans Texas Tennis CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/714 MIX ID NUMBER: 8204 AIR (%) (ASTM C.231): WATER ADDED (gal): 10 SLUMP (in.) (ASTM C.143): 5 Tennis Court #9, 1 foot north center line of Court #9 CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inchee TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) CHC 792 6 04/05/00 79000 2790 3500/28 days CHC 793 28 04/27/00 CHC 794 28 04/27/00 CHC 795 Hold Fracture ~T.~de is (A) un~,-~ Ol~er~ r~ Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~1F["~ r~ N Curing: Me.ods: ASTM C-39 Fracture: AI~1 Y..~J Y_.] I...JB C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. SMH/rm Distdbution: Reviewed By: ~ , , 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 Vir~3 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. Coppell High School, Tennis Court/Parking Lot Coppetl, Texas Report Date: April 6, 2000 Project No.: 0791-2208 SAMPLE DATE: March 30, 3000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-10S4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Trans Texas Tennis 1542796 CONCRETE SUPPLIER: TXI 53 PLANT/TRUCK: 41/59 72 MIX ID NUMBER: 8204 10:17 AIR (%) (ASTM C-231): 10:45 WATER ADDED (gal): 0 Overcast SLUMP (in.) (ASWa C.t43): 4 3/4 Tennis Court, northwest comer 3 feet east, 1 foot south, Court #11 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 788 6 04/05/00 78000 2760 3500/28,,days CHC 789 28 04/27/00 CHC 790 28 04/27/00 CHC 791 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C'143. TYpeSof g [~ I~l I-'] Curing: Melhods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. SMH/rm Distribution: Reviewed By: DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppell lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Eimore 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: April 6, 2000 PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208 Coppell, Texas SAMPLE DATE: March 28, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Trans Texas Tennis 1541237 81 75 11:47 am 12:15 pm Partly cloudy CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/835 MIX ID NUMBER: 8272 AIR (%) (AST¥ C-231): 4 WATER ADDED (gal): 0 SLUMP (in.) (ASTM C.t43): 6.50 Slab on grade for Tennis Court #12, sampled at 40 feet west, 20 feet south of northeast comer 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 760 4 04/01/00 68000 2410 3500/28 days CHC 761 7 04/04/00 84000 2970 CHC 762 28 04/25/00 CHC 763 Hold Fracture mode is (A) unless olt~en~ise Specifications: Making & ASTM C-31 Testing ASTM 0-143, Typesof ~] ~ [~ ~ Curing: Melhods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Jose Rivera FUGRO SOUTH INC. SMH/rm Distribution: Reviewed 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. CLIENT: PROJECT: 2880 Vlrgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF MORTAR CUBES Coppell lSD, c/o Dal- Mac Construction Co. Coppell High School, Multi Purpose Building Coppell, Texas Report Date: Apdl 6, 2000 Project No.: 0791-2208 SAMPLE DATE: March 29, 2000 Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: Skinner ASTM C-109 16 Course, 2 ft. south on east wall Multi Purpose Building Time Sampled: Type S SAMPLE AGE " DATE AREA APPLIED COMPRE~SlV~ R~IUiRED NUMBER TESTED LOAD ~ENG~ , (da~s) (sq. in~) (Ib~.) (~i) CHC 37 7 04/05/~ 4.0 4~ 11 ~ 1~8 CHC 38 7 ~/05/~ 4.0 4610 11 CHC 39 7 04/0~00 4.0 4360 1090 CHC ~ 28 ~/26/~ 4.0 CHC 41 28 ~126/~ 4.0 CHC 42 28 04/26/~ 4.0 Remarks: Thomas Cranford Technician FUGRO SOUTH INC. 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 Reviewed By: ~ , .~ FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texa~ 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: PROJECT: Coppell lSD, c/o Dal - Mac Construction Co. Coppell High School, Tennis Court/Parking Lot Coppell, Texas Report Date: April 6, 2000 Project No.: 0791-2208 SAMPLE DATE: March 28, 2000 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-t064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Dal Mac / Trans Texas Tennis 1541155 78 76 10:55 am 11:30 am Partly cloudy CONCRETE SUPPLIER: TXI PLANT/TRUCK: 41/835 MIX ID NUMBER: 8272 AIR (%) (ASTM C-231): 2 WATER ADDED (gal): 10 SLUMP (In.) (ASTM C~.143): 6 Slab on grade for Tennis Court #12, sampled at 50 feet east and 50 feet south of northwest comer CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inchee TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STR. ENGTH NUMBER (days) TESTED (pounds) (psi) (i~i) CHC 756 4 04/01/00 7000 2480 3500/28 days CHC 757 7 04/04/00 81000 2870 CHC 758 28 04/25/00 CHC 759 Hold Fracture mode is (A) unless othenvlae noted Specifications: Making & ASTM C-31 T.,ng ASTM C-143, Typesof ~ [~ [~ ~ Curing: Me.ods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Jose Rivera SMH/rm Distribution: FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Damon Norman City of Coppell - Larry Davis Coppetl lSD - Mickey Harper SHW Group - Joe Craddock SHW Group - Mike Elmore JRJ Paving - Jeff Williford