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Magnolia Park-LR 981113FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: Eastern Development PROJECT: Magnolia Park, COPpe~, Texas Report D~ Pr · SAMPLE DA : o r,15' 1998 CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (°F): 85 CONCRETE TEMP. (oF) (AST~ C.10~4): 82 TIME BATCHED: 11:00 am TIME SAMPLED: 11:05 am WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Paving: CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (xs~ C.;31): WATER ADDED (gal): SLUMP (in.) (ASl~ c.t~) Canemount Street, station 7+00 ~) virgo Lane; )72) 484.8301; Dallas, TaxM 75229 Fax (972) S20-7328 REPORT November 13, 1998 oJect NO.: 0771-2112 Site Site Concrete 5.1 0 3114 CONCR~ c~,NDER COMPRESSNE STREN~H ~STS ~ TOTAL COMPRESSIVE I~QUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH ! STRENGTH NUMBER (day~) TESTED (pound~,) ' (1~i) / ' (p41) MPC 57 7 10/22/98 93000 3289 . / 3000/28days MPC 58 28 11/12/98 114000 4032 / MPC 59 28 11112/98 111000 3926 / MPC 60 Hold . [ ' ' Fracture mode~ (A) ~ otherwise noted Spedflcations: Making & ASTM C-31 Testing ASTM C-143, Types of ~11 r~ ['~ r-~ cudng: Me.ods: ASTM ~3g Frac~m: A i~31 B ~ , C ~ D U REMARKS: Technician: Jay Dykstra SMH/rm Distribution: FUGRO SOUTH, INC. Checked By."~;=~ Eastem Development- Preston Skaggs City of Coppell - Larry Davis / SiteC, oncrete~- Meltssa Uselding FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE 0 wgo Lane; Dal~, Tex~ 75229 ;/'2)484..~01; F~x (972)620-;'328 REPORT CUENT: PROJECT: Magnolia Park, Coppell, Tmxas No.: 077i-21i2 October li5 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°Fy: 85 CONCRETE TEMP. (°Fy (,~s'~ c.tos4): 83 TIME BATCHED: 1:00 pm TIME SAMPLED: 1:07 pm WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Site Contra CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (,~m c.2=l): WATER ADDED (gal): SLUMP (in.) (A,Sl'M C.t43) Paving: Canemount Street, station 4+00 Site Site Concrete 5¸,2 cONCRETE CYLINDER COMPRESSIVE STRENGTHT~ STS TOTAL ) COMPRESSIVE ;q;Qum~ COMPRESSNE / AGE DATE LOAD STRENGTH ] STRENGTH . CYLINDER NUM_~_R MPC 61 7 10/22/98 96000 3395 ~ 3000/2.8 days 1 ] MPC 62 28 11/12/98 116000 4103 ~ 1 MPC 63 28 11/12/98 114000 4032 . ~ MPC Hold Fracture mode ~ (Ay um~m ottmnv~ not~ Sl~CtflcalJon~: M~klng & A~TM C-31 Testing ASTM C-143, Types of 1~Tll FJ[1 F'~ F"l Curing: M.b',ods: AS'tM C~9 Fracture: A v',mI m V..J C LI D U REMARKS: Technician: Jay Dykstra SMH/rm Distribution: FUGRO SOUTH, INC. Checked Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: PROJECT: F.a~em Deve~nt Magnolia Park, Copfleil, Texas Report D; Pr~ ;IQ 0 Vir~ Latin; DMI~, Texa~ 75229 ~2) 484,.8301; F~x (972) 620-7328 ; EPORT November 13, 1998 )jeer No.: 0Trl-2112 S PLEDA ' O *tS 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. ("F): 86 CONCRETE TEMP. (*F) (ASl~ c.loe4): 81 TIME BATCHED: 2:30 TIME SAMPLED: 2:35 WEATHER CONDmON: Clear LOCATION OF PLACEMENT: Paving: Site Concrete CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (AST. C.~): WATER ADDED (gal): SLUMP (in.) (ASTM C-~43) Canemount Street, station 1+50 Site Site Concrete 4.5 3 1/2 Eastern Development- Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding SMH/rm Distribution: Technician: Jay Dykstra REMARKS: Checked By: ~ - FUGRO SOUTH, INC. ' : :cONC.ETEc~INDERCOMPRESSIVE STRENGTHTtE~S ' TOTAL COMPRESSIVE F~QUIRED COMPRESSIVE CYMNDER AGE DATE LOAD STRENGTH ] STRENGTH NUMBER (dsys) TESTED (pounds) (psi) ~ (psi) MPC 6S ? 10/22/98 9?OOO 3431 ~ 3OOO/28 days MPC 66 28 11/12/08 115OOO 406? ~ MPC 6? 28 11/12/08 118000 4174 ~, / MF~ 68 Hold J ' Fracture mode b (A) unless othenvise notod Curing: Methods: ASTM C-39 Fracture: A I~11 B E.51 ¢ vi D L_J FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: Esstem Development Report D; PROJECT: M~r~m Pm'k, Coppe~, Texas Pr CONTRACTOR: TICKET NO.: AMBIENT TEMP. ('F): 87 CONCRETE TEMP. (*F) (AS1M C-t0~4): 83 TIME BATCHED: 3:25 TIME SAMPLED: 3:30 WEATHER CONDmON: Clear LOCATION OF PLACEMENT: 0 Virgo Lane; I~ Tex~ 75229 ~72) 4a4.830~; F~x (972) 620.7328 ; EPORT November 13, 1998 3ject No.: 077~.2~2 SEe Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASm C-~): WATER ADDED (gM): SLUMP (in.) (ASTM C-143) Paving: Canemount Street, station 3+00 S~ Site Concrete 4.5 0 3 ' . CoNCRETECYLINDERCOMPRESSW'ESTRENGTH T~STS ' . TOTAL COMPRESSIVE R~QUIRED COMPRESSIVE AGE DATE LOAD STRENGTH I STRENGTH CYLINDERNuM_~_R (day~) TESTED (pound~) (psi) t (p~i) MPC 69 7 10/22/98 92000 3254 J 3000/28 days Mpc 70 28 11/12/98 106000 37491 / / / MPC 72 Hold ] Fracture mode I~ (A) unle~ ott~l~e not~ Specifications: Making & ASTM C-31 TeMing ASTM C-143, Types of ~l r~ r~ ~ Curtng: , Idelhocls: ASTM C-39 Fracture: ,A Y..311 B ~ C Y-J D I_J REMARKS: Technician: Jay Dykstra SMH/rm Distribution: FUGRO SOUTH, INC. Checked By: , ~ Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding