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Magnolia Park-LR 981117FUGRO SOUTH, INC. } Virgo Lane; I::~llm, Texm 75229 /2) 484~301; ;~x (g/2) COMPRESSIVE STRENGTH OF CONCRETE CUENT: PROJECT: Park, Copp~l, Texss Report D~ Pn SAMPLE DATE:'' ,OFt, 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 58 CONCRETE TEMP. (°F) (A~TM C.t0~4): 73 TIME BATCHED: 12:30 pm TIME SAMPLED: 12:40 pm WEATHER CONDITION: LOCATION OF PLACEMENT: EPORT ~8: November 20, 1998 )Ject No.: 0771-2112 Site Concrete CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (.s~ c.~t): WATER ADDED (gel): Clear SLUMP (in.) (AST~ C.14~): Magnolia Drive on the northeast side, 25 feet de-sac On Site On Site 0 5 south, 10 feet west, cul- coNcRETE CyLINDER:. COMPRESSIVE. STRENGTH: T~STS. TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH ! STRENGTH . NUM_~_R {da)m) TESTED (pound~) (psi) MPC 113 ? 10/29/98 88000 3112 / 3000/28 days MPC 114 28 11/19/98 100000 3537 MPC 115 28 11/19/98 98000 3466 MPC 116 Hold ~ 'Fracture mode ~ (A) Unto omerwm~ noted sr.~r~t~n.: ~.=no& ~ST~ C-31 T..n. ~S~C-~43. T~p.o~ I~1 rTl I-/I F'I Curing: ~: ASTM C-39 Fracture: A V._.~I B I/%1 C VI D U REMARKS: Technician: SMH/rm Distribution: Jerry Donelson FUGRO SOUTH, INC. Checked By: /'- I Eastem Development - Presto~kaggs City of Coppell - Larry Davis Site Concrete - Melissa Usetding FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: PROJECT: Eastern Development Magnolia Park, Coppell, Texas Report D; Pn ' MPLE DA : =, 1998 CONTRACTOR: TICKEr NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (AS'i'M C.10e4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site 2M) vino t.ane; ~h (; ;'2) 4a4.a3ol; F~x (972) 62o.732a CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AiR (%) ~ c.~t): WATER ADDED (gal): EPORT ~: November ~), 1998 zject No.: 0771-~1~2 66 69 9:45 3.4 10:00 0 Partly cloudy SLUMP (in.) (ASlla c-t,13) :| 6.5 Paving on south end of eyebrow on Madison Road ·CONCRETEC~INDER CO'.M ' . PRESSIVE S~EN~T ~ ' · standard ~ 6" x 12~, 28.27' Squaminche~ il TOTAL COMPRESSIVE REQUIRED COMPRESSIVE AGE DATE LOAD STRENGTH ! STRENGTH CYLINDERNuM_~_R, (d~) TESTED (pounci~) (.rmi) ~ , (pM) MPC 109, 7 10/29/98 77000 2723 / 3600/28 ~ , MPC 110 28 11/19/98 9600O 3360* ] .... MPC 111 28 11119/98 92000 3254* / ,, MPC 112 56 12/17/98 ,.,/~ , Fracture made # (A) ume~ Specifications: Making & ASTM C-31 Te~tlng ASTM C-143, Type~ of r;~l rtl ~ ["1 C~d,O: .~d~: ~STaC-3O F=~,: ~ wI B I~1 C.~ D LA. REMARKS: * Does not meet required compressive strength at 28 days. Technician: William Putman FUGRO SOUTH, INC. SMH/rm Distribution: Checked By: Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - MM[ssa Uselding FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: PROJECT: Eastern Development M~gr~ P~rk, Copp.,, Tex. Report Da P~ 'OCto r 1i6, 1998 ' ' 'SAMpLEDATE: ,, CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (°F): 85 CONCRETE TEMP. (*F) (ASTM C-10~4): 78 TIME BATCHED: 3:00 pm TIME SAMPLED: 3:02 pm WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Paving: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASm C-~): WATER ADDED (gal): SLUMP (in.) (ASTM C.1~): Waverly Street, station 12+50 0 Vkgo Lane; I:)a#~, Texa~ ?$229 ~/2) 484..8301; F~x (972) 620-7328 EPORT I~: November 17, 1998 )ject No.: 0771-2112 Site Site Concrete 4.7 0 3 Eastern Development - Presto~3~Skaggs City of Coppell - Larry Davis / Site Concrete - Melissa Uselding SMH/rm Distribution: Technician: Jay Dykstra REMARKS: FUGRO SOUTH, INC. Checked By: ~ ~ ' cONcRETE CYLINDER COMPRESSIVE ~RENGTH T~EsTs standard 6" x 12"'~ Square inches TOTAL COMPRESSIVE ! R~QUIRED COMPRESSIVE/ AGE DATE LOAD STRENGTH ! STRENGTH CYUHDER (d.,/.) TESTED (pounds) , , (p~) -- ; (P~) ,, MPC 89 7 10/23/98 92000 3254 / 3000/28 days MPC ,90 28 11/13/98 121000 4280 MPC 91 28 11/13/98 118000 4174, MPC ~2 Hc~d | , .... ;r~tum mode Cudng: , Methods: ASTM C-39 Fracture: A I~I S ~ C Y._l D I..J FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: F.a~em Oev~t Report D; PROJECT: Magn~[, Park. Coppe,, Texas Pr 0 vino Lane; DaI~, Texa~ 75229 172) 484-8301; Fax (972) 620-7328 REPORT re: November 17, 199~ :)ject No.: 0771-2112 CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (°F): 85 CONCRETE TEMP. (oF) (AST. C-10.4): 75 TIME BATCHED: 4:00 pm TIME SAMPLED: 4:07 pm WEATHER CONDmON: Cloudy LOCATION OF PLACEMENT: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (AS*m C,~1): WATER ADDED (gal): SLUMP (In.) (ASTU C.t4~) Paving: Waverly Street, station 9+50 Site Site Concrete 5 0 33/4 Standard: 6" x 12 , .28'27 square inches TOTAL COMPRESSIVE RI[EQUIRED COMPRESSIVE CYUN~ER AeE DATE LOAD s'mENeTH | STRENeT. NUMBE~ (dq~) MPC 93 7 10/23/98 86000 3,~2 , ! 3000/28 days MPC, MPC 96 Hold , Fracture mode Cuing: , Memods: ASTM C-39 F_r~___q: A Y..~iI B ~ C ICJ D L.J REMARKS: Technician: Jay Dykstra SMH/rm Distribution: FUGRO SOUTH, INC. Checked B.yT- / Eastem Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding FUGRO SOUTH, INC. 2~ COMPRESSIVE STRENGTH OF CONCRETE CUENT: ~ oev~ment Report DJ PROJECT: Magno~ Park, Cornea, Texa~ Pr .......... 0ct0 ' ~ SAMP~ DA~ 1998 CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (°F): 82 CONCRETE TEMP. (°F) (AST~ C-1064): 75 TIME BATCHED: 5:00 pm TIME ~dI~PLED: 5:07 pm WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: CONCRETE SUPPUER: PLANTrrRUCK: MIX ID NUMBER: AIR (%) V~STa C.z~t): WATER ADDED (gal): SLUMP (In.) (AST~ C-t43) Paving: Waverly Street, station 7+50 SMH/rm Distribution: Technician: Jay Dykstra REMARKS: FUGRO SOUTH, INC. Checked By: ~- Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding CONCRE~ CYLINDER COMPRESSIVE STREN~" T~sTs · Standard:6" x 12"r' 28~ square'lnch®a' : / .... TOTAL COMPRESSIVE I~QUIRED COMPRESSIVE AGE DATE LOAD STRENGTH | STRENGTH CYUNDERNuMB~(days) TESTED (pound.) (Fro) / (P~) ~Pc ~7 ? ~o~e ~1~ooo ~ MPC, 98 28 11/13/08 132000 4660 MPC 99 28 11/13/98 13OO0O 4598 MPC ,100 Hold , | Fracture mode M (A) un~as oe~erw~e not~ REPORT t®: November 17, 1998 ~Ject No.: 0771-2112 S~e Site Concrete 4.8 0 3 114 e Virgo I.a~; Da#~, Tex~/5229 t72) 484-8301; Fax (972) 620-7328 FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CLIENT: Eastern Oevek~ment PROJECT: U~;no~i~ ~-~, Copp~, Texas Report Da Pn CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (oF): 82 CONCRETE TEMP. (°F) (.~STM C.1064): 75 TIME BATCHED: 5:45 TIME SAMPLED: 5:50 WEATHER CONDITION: LOCATION OF PLACEMENT: Paving: CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C-U1): WATER ADDED (gal): SLUMP (in.) (.~TM Waver~ Street, station 5+50 0 vi~o Lane; DalI~, Tex~ 75229 ?2) 484-8301; Fax (972) 620-7328 EPORT November 17, 1998 ~Ject No.: 077~.2~2 S~ Site Concrete 4.5 0 3 . ...p, · CONCRETE CyUNDER cO ESSIVESTRENGT. STS ' , .stan~ :~ x 12,28~7 square, ,InChes / "' TOTAL COMPRESSIVE RI~QUIRED COMPRE881VE CYUNDER A~E DATE LOAD STRENeT. / SmEN~ (d~j~) , TESTED (pound=) (p~i) ~ (F~) NUMBER, MPC 101 ? 10/23/98 110000, 3891 , ! 3000/28 days Mpc ,102 28 11/13/98 117000 4138 ~ MPC 103 28 1~/13/98 , 115000 4067 ~ aPc, lO4, Fraau~.xm ~ (A) ufa,. ~ r.~' ] , c.,~,: ~.-~s: ,,,ST~ C-~ Fr.,.~: '" ~l S ~ c ~ O u REMARKS: Technician: Jay Dykstra SMH/rm Distribution: FUGRO SOUTH, INC. Checked By:, Eastem Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: Eastern Development Report D; PROJECT: Magnolia Park, Coppell, Texas Pr {) vtrgo Lane; Dallas, Taxas 75229 172) 484.8301; Fax (972) 620-7328 REPORT re: November 17, 1998 3ject No.: 0771-2112 CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (*F): 80 CONCRETE TEMP. ('F) (ASl~ c-t0~4): 76 TIME BATCHED: 8~.5 am TIME SAMPLED: 8:30 am WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (As~ c-~t): WATER ADDED (gal): SLUMP (in.) (ASl~ c44~) Paving: Madison Street, station 6+00 Site Site Concrete 4.8 0 3 114 "' CONCRETE cYMNDER COMPRESSIVE STRENGTH TEsTs. Slandard 6" x 12.' 28,27 square Inches:, TOTAL COMPRESSIVE I REQUIRED COMPRESSIVE AGE DATE LOAD STRENGTH / STRENGTH CYUNDERNuMBER (da¥~) TESTED (pound.) (p~i) ~ (psi) / MPC 73 7 10/23/98 99000 3501 ] 3000/28 days MPC 74 28 11/13/98 115000 4067 / ' / MPC 75 28 11/13198 113000 3997 / MPC 76 Hold Fracture mode b (A) unleas othemdse nolld Specifications: Making & ASTM C-31 Testing , ASTM C-143, Types of I~ rtl I'~ Cu,no: Mamods~ ASTM C-39 Frac~m: A I~ a I~1, C I/I O L_I REMARKS: Technician: Jay Dykstra SMHIrm Distribution: FUGRO SOUTH, INC. Checked Eastern Development - Presto[}.Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding FUGRO SOUTH, INC. CUENT: PROJECT: 288 COMPRESSIVE STRENGTH OF CONCRETE Eastern Development Report DJ Magnolia Park, Coppell, Texas ~pLE: DATE: October 16, 1998 CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (°F): 83 CONCRETE TEMP. (°F) (AS~a C-10~4): 79 TIME BATCHED: 10:30 TIME SAMPLED: 10:40 WEATHER CONDITION: Cloudy CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (AST~ C-~l): WATER ADDED (gal): SLUMP (in.) (A$~M C.143) LOCATION OF PLACEMENT: Paving: Madison Street, station 11+31.42 ! v1rgo Latin; Da~s, T~a~ 75229 r2) 484-a301; Fax (972) 620-732~ EPORT November 17, 1998 Pn,Ject No.: 0771-2112 Site Site Concrete 4.3 0 3 SMH/rm Distribution: FUGRO SOUTH, INC. Checked B~ Eastern Development - Preston Skaggs City of Coppell - Lan7 Davis Site Concrete - Melissa Uselding Technician: Jay Dykstra REMARKS: Standard 6" x 12",-28;27,square inches ,, TOTAL COMPRESSIVE REQUIRED COMPRESSIVE AGE DATE LOAD STRENGTH ! STRENGTH CYUNDER (~) ~STED (pound) (p~i) NUMAR MPC 77 7 10/23~98 92000 3254 , ~ ! 3000/28days 79 28 11/13/98 106000 3749ri MPC, MPC 80 Hold/ ~ , Fracture mode ~ (A) un~ss ~ noted SpecifiCatiOnS: Curing: Methods: ASTM C-39 Fracture: A Y-~lI B V~l C vi ",L-I FUGRO SOUTH, INC. ¸mD ~) 484~3Ol; Fax (972) ~2~7328 COMPRESSIVE STRENGTH OF CONCRETE ~EPORT CLIENT: Eastern Dev~ Report D; re: November 17, 1998 PROJECT: M~gncdia Pm~,, Copl~l, Texas Pn)Ject No.: 0Trl-2112 8A. MP~,I;.~DATE: 0~ober 1::6' 1998 , CONTRACTOR: Site Concrete TICKET NO.: CONCRETE SUPPLIER: Site AMBIENT TEMP. ('F): 83 PLANT/TRUCK: Site Concrete CONCRETE TEMP. (°F) (Asl~ c-t0e4): 75 MIX ID NUMBER: TIME BATCHED: 11:00 am AIR (%) (ASl~ c,.231): 4.7 TIME SAMPLED: 1105 am WATER ADDED (gel): 0 WEATHER CONDmON: Cloudy SLUMP (in.) (As'ru c.14~) 3 1/2 LOCATION OF PLACEMENT: Paving: Madison, station 14+00 COHCRETE CYLINDER CO.MPRESSlVE STREHGTH~ 'I"STS Sten:derd6"xt2,28~7 SquarelncheS : / TOT-. '"'' AGE DATE LOAD STRENGTH STRENGTH CYUNDER N~---= A (~iy~) TESTED (~e_ ,_,.qd~) (psi), ~ MPC 81 7 10~3J98 91000 3218 3000/28 days MPC 82 28 11/13/98 100000 3537 / ' 28 11/13/08 980OO 3468 ~ , / ;.4,PC 84 Hold F~_,_.e ~-~ i~ (A) ~-'-:~ oU',~-.~=.;~ ~:"'~-~__' Sl~tJorls: Maldng & ASTM C-31 Testing ASTM C-143, Types of I~ ITl C4.1dng: Ide .~__~: ASTM C-39 Fracture: A I~ B I~ . C VI D I I FUGRO SOUTH, INC. REMARKS: Technician: Greg Forsythe Checked SMH/rm Distribution: Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: Eastern Devek~pmant Report D; PROJECT: Magno, a Park. Coppell, Texas Pn ) V~rgo Lane; ~,~;~, T~x~ ?~229 ~2) 464-6301; F~x (972) 620-7328 EPORT November 17, 1998 ~ject No.: 0771-2112 CONTRACTOR: Site TICKET NO.: AMBIENT TEMP. (°F): 85 CONCRETE TEMP. (°F) (ASTU C-10e4): 76 TIME BATCHED: 1:45 pm TIME SAMPLED: 1:50 pm WEATHER CONDITION: Cloudy LOCATION OF PLACEMENT: Paving: CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (Asm c43t): WATER ADDED (gal): SLUMP (in.) (AS~M c-t43): Banners Cottage Street, station 2+0~ Site Site Concrete 5.1 0 3 114 ' ::CONCRETE CYLINDER:COMPRESSIVE ~RENGTH TI~STS :: ' Standard 6" ' 12~;28;27 square Inches: TOTAL COMPRESSIVE REQUIRED COMPRE$81VE CYLINDER AGE DATE LOAD STRENGTH / STRENGTH NUUS~; (d~y~) . TES?'r.~ (pounds) . MPC 85 .7 10/23/98 88000 .. 3112~ / 3000/28days MPC 88 REMARKS: Technician: Jay Dykstra SMH/rm Distribution: FUGRO SOUTH, INC. Checked B~ Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding