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Nash Manor-LR02051505'16,'2002 08:43 FAX 972 620 7328 FUGRO SOUTH DALLAS ~]002 FUGRO SOUTH, INC. 2580 Virgo Lana: Dallas, Texas 75229 P~ (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: J R Holdings REPORT DATE: May15,2002 PROJECT: Nash Manor, Coppell, Texas PROJECT NO: 0701-227'4 SAMPLE DATE: May 7, 2002 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (*F): CONCRETE TEMP. (*F) (ASTM C-'1064): TIME BATCHED; TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Nova Construction 7116246 CONCRETE SUPPLIER: LMC 79 PLANT/TRUCK: 7-822 87 MIX ID NUMBER: 842 8:16 am AIR (%} (ASTM C-251): 9:20 am WATER ADDED (gal): 10 Cloudy SLUMP (in.) (ASTM C-l~,3): 4.5 Nash Rd. Cul-De-Sac Center CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches · ' ' T0'I:.~,L COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (dayS) TESTED (pounds) (psi) (psi) NMC I 3 5-10-02 97300 3490 3500/28 days NMC 2 7 5-14-02 95700 3390 NMC 3 28 6~4-02 NMC 4 28 6-4-02 Fracture mode is (A) unless othe[wise noted Specifications: Making & ASTM C-31 Tesllc, g ASTM C.-143, Typesof [~] [~ ~ r~ Curing: Methods'. ASTM C-39 Fracture: A B C D REMARKS: Technician: Jeremy Stendifer SMH/rp Distribution: FUGRO SOUTH INC. Reviewed By: ~ J R Holdings - Bill Koziol (Fax 972-745-0587) Lattimore Materials Corp, - Quality Control Dept. 05~'16/2002 08:44 FAX 972 620 7328 FUGRO SOUTH, lNG. FUGRO SOUTH DALLAS 005 2880 Virgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: J R Holdings REPORT DATE: May 15. 2002 PROJECT: Nash Manor, Coppell, Texas PROJECT NO: 0701-2274 SAMPLE DATE: May 7, 2002 CONTRACTOR: TICKET NO.: 7116250 AMBIENT TEMP. (*F): 80 CONCRETE TEMP. (°F) (,~STM C.1064): 83 TIME BA'I-CHED: 8:46 am TIME SAMPLED: 10:00 am WEATHER CONDITION: Partty Cloudy LOCATION OF PLACEMENT: Nova Construction CONCRETE SUPPLIER: LMC PLANT/TRUCK: 7-959 MIX ID NUMBER: 842 AIR (%) (ASTM C-23'1); WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-143): 5.0 Nash Rd_ Cul-De-Sac East Side 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) NMC 5 3 5-10-02 99200 3510 3500 NMC 6 7 5-14-02 104900 3710 .. NMC 7 28 NMC 8 28 6-4-02 ,. Fracture mode is (A) unless Otl~er~vise no[ecl SDoclflcatlons'. Making & ASTM C-31 Tasting ASTM C-143, TyC~e$0f [~ [~ ~ Curing: Me[lauds; ASTM C-39 Fracture: A B C D REMARKS: Technician: Jeremy Standifer FUGRO SOUTH INC. Reviewed By:_ ~ SMH/rp Distribution: J R Holdings - Bill Koziol (Fax 972-745-0587) Lattimore Materials Corp, - Quality Control Dept. 05,'16/2002 08:43 FAX 972 620 7328 FI. TGRO SOUTtt DALLAS [~003 FUGRO SOUTH, INC. 2880 Virgo Lane: Dallas. Texas 7527.9 Pi~ (972) 4~4-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: J I~ Holdings REPORT DATE: May 15, 2002 PROJECT: Nash Manor. Coppell, Texas PROJECT NO: 0701-2274 SAMPLE DATE: May 7, 2002 CONTRACTOR: TICKET NO.: 7116257 AMI~IENT TEMP. (°F): 87 CONCRETE TEMP. (°F) (ASTM C-10~4): 90 TiME BATCHED: 9:56 am TIME SAMPLED: 11:00 am WEATHER CONDITION: Partly Cloudy LOCATION OF PLACEMENT: Nova Construction CONCRETE SUPPLIER: LMC PLANT/TRUCK: 7-1039 MIX ID NUMBER: 842 AlE (%) (ASTM C-231); WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-143): 4.5 Nash Rd. Sta 2+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) ..~p.si) (psi) NMC 9 3 5-'~0-02 88000 3110 3500/28 days NMC 10 7 ! 5-14-02 92700 3280 NMC 11 28 .... 6-4-02 NMC 12 28 6-4-02 Fracture mode is (A) unless otherwise noted Sp~cifl cations: Making & ASTM C~31 Testin, ASTM C-143. Typeso[ [~ [~ ~'] Cudng: Methods: ASTM C-39 Frac[ure: A B C D REMARKS: Technician; Jeremy Standifer SMH/rp Distribution: FUGRO SOUTH INC, Reviewed By:. J R Holdings - Bill Koziol (Fax 972-745-0587) Lattimore Materials Corp. - Quality Control Dept. 05,'16,'2002 08:44 FAX 972 620 7328 FUGR0 SOUTH DALLAS ~004 FUORO SOUTH, INC. 2880 Vir9o Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: J R Holdings REPORT DATE: May 15, 2002 PROJECT: Nash Manor, Coppell. Texas PROJECT NO: 0701-2274 SAMPLE DATE: May 7, 2002 CONTRACTOR: Nova Construction TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: 7116270 CONCRETE SUPPLIER: LMC 89 PLANT/TRUCK: 7-822 92 MIX ID NUMBER: 842 1:25 pm AIR (%) (ASTM C-Z31): 2:00 pm WATER ADDED (gal): 10 Partly Cloudy SLUMP (in.) (A~TM C-143): 4.0 Nash Rd_ Sta 2+75 CYLINDER COMPRESSIVE STRENGTH TESTS CONCRETE Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED {pounds) (psi) (psi) NMC 13 3 5-10-02 111300 3940 3500~2.8. days NMC t4 7 5-4-0Z 118700 4210 N MC 15 28 6-4-02 NMC 16 28 6-4-02 ' '= Fracture mode is (A} unless otherwise noted Specifications: Making & ASTMC-31 Teetir~g ASTM C-143. Tyl3e$of ~] ~] [~ E~] Curing: Methods: ASTM C-39 Fracture: A B C O REMARKS: Technician: Jeremy Standifer FUGRO SOUTH INC, Reviewed By: ..... ~ SMH/rp Distribution: J R Holdings - Bill Koziol (Fax 972-745-0587) Lattimore Materials Corp - Quality Control Dept.