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Magnolia Park-LR 981124FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: PROJECT: Eastern Development Magnolia Park, Coppell, Texas Report D; Pr MPLE DATE: Oct r 23, CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 62 CONCRETE TEMP. (°F) (As'r~ c.loe4): 60 TIME BATCHED: 9:30 TIME SAMPLED: 9:50 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (AST~ C-~1): WATER ADDED (gal): SLUMP (in.) (AS'rM C-t4~) Paving: Nat~hes Trace, station 5+66.25 0 Vlrgo Lane; DMM. TexM T5229 ;2) 484-8301; Fax (972) 620-T328 REPORT re: November 24, 1998 )jeer No.: 0771-2112 On Site 5 0 2.5 Greg Forsythe FUGRO SOUTH, INC. CheckedBy: ~'--/. . Eastem Development - Pmsto~ Skaggs City of Coppell - Larry Davis/ Site Concrete - Melissa Uselding SMH/rm Distribution: Technician: REMARKS: CONCRETE CYLINDER. COMPRESSIVE STRENGTH 'I'~ESTS Standarcl. 6, xi 12,,,. 28~'t ~ square Inches .. , ' TOTAL COMPRES~fl/E REQUIRED COMPRE881VE AGE DATE LOAD STRENGTH ! STRENGTH CYLINDERNuMBER (day~) TESTED, (pound~) (1~i) , J (mi) / MPC 117 7 10/30/98 96000 3395 ~ 3500/28 days / MPC 118 28 11/20/98 111000 3926 / / MPC 119 28 11/20/98 114000 4032 J -- 120 H°ld Fracture mode i~ (A) unle~ othenVM nord MPC Spec~caUo. s: Making & ASTM C-31 Tes~ng ASTM C-~43, Typ~ of ~ ] ITl I-]] I'-I Curing: lVleltmcls: ASTM C-39 Fracture: A v~JI B V%I C VI D U FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: Eastern Development Report Dt PROJECT: M~gnc~a Park, Coppe,, Texas Pr DMz, Tex~ ?~29 (972) 620-7328 REPORT November 24, 1998 OJect No.: 0771.2112 SAMPLE , DATE: , October 23, ,, CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 62 CONCRETE TEMP. (*F) (AST. C-10~.): 60 TIME BATCHED: 11:00 TIME SAMPLED: 11:30 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Paving: Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C-2~1): WATER ADDED (gal): SLUMP (in.) (AST. C.143) Natches Trace, station 2+00 On Site 5.2 0 2.5 CONCRETEC~INDER. COMPRESSIVE sTREN~H I~ES~ ' ' ': : : . : : standard6'' x 12:'.28.27 =quaml~ea TOTAL COMPRESSIVE]REQUIRED COMPRESSIVE AGE DATE ' LOAD STRENGTH ! STRENGTH CYLINDERNu.u__m_gR (day~) TESTED (pounds) (psi) ~ (pM) , , MPC 121 7 10/30/98 95000 3360/ ~ 3500/28 days MPC 122 28 11/20/98 110000 3891 ~ , ,'.',PC 123 28 11/20/98 108000 3820 / MPC 124 H~d =_1,_ ....... Fr-,.~re Spedt~tk3n,: Making& ASTM C-31 Testing ASTM C-143, T_ypes of c~ ~.,,o~: AS'fMC-3. , ~=~.*:, ^~ ,. ~ ¢ ~ o u REMARKS: Technician: SMHIrm Distribution: Greg Forsythe FUGRO SOUTH, INC. Checked By: ,~ Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melisea Uselding FUGRO SOUTH, INC. CLIENT: PROJECT: COMPRESSIVE STRENGTH OF CONCRETE Eastern Dev~opment Report Magnolia Perk, Coppell, Texas DAi- : October CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 66 CONCRETE TEMP. (oF) (Nlm C.,-10~4): 65 TIME BATCHED: 1:05 TIME SAMPLED: 1:20 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: PI~.NT/TRUCK: MIX ID NUMBER: AIR (%) (,,-T~ C,~1): WATER ADDED (gel): SLUMP (in.) (AST~ C.14~ Paving: Waverly Lane, station 4+50 484.8301; F~x (972) 62~7326 REPORT e: November 24, 1998 o]~'t No.: o~-~2 On Site 4.9 0 3 Greg Forsy~e Eastern Development - Preston Skaggs City of Coppeil - Larry Davis Site Concrete - Melissa Uselding FUGRO SOUTH, INC. Checked By: ~"~~, SMH/rm Distribution: Technician: REMARKS: ' l ' · CONCRETE c~INDER CO.MPRESSIvE ~RENGTH TOTAL COMPRESSIVE I~J;QUIRED COMPRESSIVE A"'E DATE LOAD STRENGTH ! STRENGTH CYLINDERNu :=u~R(~y~) TESTED (P°und-a} (psi) ~ (psi) ..... MPC 125 7 10/30/98 92000 3254 ~ 3500/28 days MPC 126 28 11/20/98 116000 4103 MPC. 127 28 11/20/98 119000 4209 MPC 128 Hold ~,.] Making, ASTM C-31 Testing .A~.~TI~. 71.~43. T=_yp~._~. ,~ [~ . ~] ,- [~1 n r-~ Specifications: Me ~tt~,d__-~ ~,~o~m ~.-o= r,o~.,,.: ,-, ~ ,~ ~ ~, ~ - .--. FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CLIENT: Eastern Development Report D; PROJECT: Magnolia Park, Coppell, Texas Pi ~o virgo Lane; D12) 484-8~01; F~x (9/2) 620.7328 REPORT It~: November 24, 1998 oject No.: 0~1.2112 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 66 CONCRETE TEMP. (°F) (As~u c.to~4): 65 TIME BATCHED: 2:50 TIME SAMPLED: 3:10 WEATHER CONDITION: Clear ' LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (,~sw c.~): WATER ADDED (gal): SLUMP (in.) (xSIM C.14~) Paving: Wavedy Lane, station 1+35 On Site 5 0 3 ' :coNCRETE CYUNDER COMPRESSIVE STRENGTH I~E~S Stendard r x; in=h"' / TOTAL COMPRESsiVE I~QUIRED COMPRESSIVE CYMNDER AGE DATE LOAD STRENGTH / STRENGTH NUMBER (day~) TESTED (pounds) . .(l~i) / (;mi). MPC 129 7 10/30/98 88000 3112 t 3500/28days, , MPC 130 28 11/20/98 117000 4138 / MPC 131 28 11/20/98 114000 4032 / MPC 132 Hold , ~ , ' Fracture model~ (A) ~ o.~r.~e not.d Speciflcatb:)ns: Making & ASTM C-31 Testing ASTM C-143, Types of I~ ITl I"~ I'-] Cuing: Memod.: ASTM C-39 Fracture: ,A ,1~ · I~1 C ~ O L_I REMARKS: Technician: SMH/rm Distribution: Greg Forsythe FUGRO SOUTH, INC. Checked By:'Z~ ./ Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: Eastern Development PROJECT: Magnolia Park, Co~l, Texas Report D; Pr MpLE DATE:'. 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 69 CONCRETE TEMP. (°F) (ASTM C-10e4): 65 TIME BATCHED: 4:30 TIME SAMPLED: 5:00 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (~ru c-~): WATER ADDED (gal): SLUMP (In.) (AST~ C.t43) Paving: Level Place, station 5+50 ~72) 484-&101; F~x (972) 62O-7328 EPORT ifil: November 24, 1998 oJect No.: 0771-2112 On S~e 4.7 0 3 ' :cONCRETE cYLINDER .CO~MPRESS~ STREN~H', :Standard 6"x 12 .; 28.27 ~uam lnche, / TOTAL COMPRESSIVE REQUIRED COMPRESSIVE AGE DATE LOAD STRENGTH ! STRENGTH CYUNDERNuMBER (days) TESTED (pound~) (pM) I (1~i) / , Idpc 133 7 10/30/98 !°°°°0, 3537 t' 3'500/28 days Idpc 134 28 ~ ~/20/98 ~24000 4386 MPC 135 28 11/20/98 127000 4492 ~ - / MPC 136 Hold . J . Fracture mode b (A) unt~ ~ nOt~KI Speciflc~lions: Making & ASTM C-31 Te~tlng ASTM C-143, Type~ of REMARKS: Technician: SMH/rrn Distribution: Greg Forsythe 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 PROJECT: ~ngr~ia Park, Coppell, Texas Report D; Pf SAMPLE ~D~TE:' i 0~o~r ~;2~~ 11998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 70 CONCRETE TEMP. (oF) (AST~ C-10S4): 85 TIME BATCHED: 5:40 TIME SAMPLED: 6:00 WEATHER CONDITION: Clear LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) ~ c-at): WATER ADDED (gal): SLUMP (in.) (ASTM C.143) Paving: Level Place, station 2+00 ~0 Virgo Lane; Oallas, Texas 75229 484-8301; Fax (972) 620-7328 REPORT ItC: November 24, 1998 oJect No.: 0771-2112 ! : . ] I On Site 5.1 0 3.0 FUGRO SOUTH, INC. Checked By: ~ / Eastem Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding SMH/rm Distribution: Technician: REMARKS: Greg Forsythe I CONCRETE C~INDE~ COMPRESSIVE STRENGTHT~STS I l Standard 6, x 1:2-;: 28~-7: aquare irtches TOTAL COMPRESSIVE REQUIRED COMPRESSIVE AGE DATE LOAD STRENGTH / STRENeTH CYUNDERNuMBER (days) TESTED (pounds) (psi) , ~ (psi) / MPC 137 7 10/30/98 102000 3608 ~ 3500/28 days 1 MPC 138 28 11/20/98 116000 4103 ~ MPC 139 28 11/20/98 118000 4174 ~ / MPC 140 Hold J Fracture mode ts (A) unless otherwise noted s~,c~,o.s: M~ing& ~S~M C-3~ T.~ng ~C-~43, Ty~,.of I~1] I'R I--/I r-I Curing: Methods: ASTM C-39 Fracture: A Y....~] B V%I C VI D I I FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CUENT: Eastern Development RePort D; PROJECT: Magnolia Park, Coppell, Texas Pr CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (A$'r~ C.t0~4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: 10 Vino Lane; Dall~. Texaa 75229 )72) 484-8301; Fax (972) 620-7328 REPORT ~te: November 24, 1998 oject No.: 0771-2112 Site Concrete 75 72 8:45 9:00 Partly cloudy CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (xs'ru c-231): WATER ADDED (gal): SLUMP (in.) (ASTU C-t43) Paving; Alleyway A, station 8+00 On Site SMHIrm Distribution: Technician: Bob Shea REMARKS: FUGRO SOUTH, INC. Checked By: ~ [ Eastern Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding Standard 6. x 12. ,28'27 "quareinOhe' ' 'TOT~ COMP~SS~ AGE DA~ CYUNDERNuMBER {~) ~S~D (~n~) (~t) ] ~i) / MPC 149 7 11/0~8 1~ ,, 3749 ~ ~8 days MPC 150 28 11/23~8 13~ 4~5 ] / MPC 151 28 11/23/98 132~0 4~9 / MPC 152 H~d Fm~ ~dng: Me~: ~TM FUGRO SOUTH, INC. COMPRESSIVE STRENGTH OF CONCRETE CLIENT: PROJECT: 28E Ph~ Eastern Development Magnolia Park, Coppell, Texas Report D; Pn · SAMPLE DATE: October:26 '1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete 77 80 1:20 pm 1:30 pm Partly cloudy CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (,~'m c.;31): WATER ADDED (gal): SLUMP (in.) (ASTM C-143) Paving: Alleyway C, station 1+50 0 Virgo Lane; Dallas, Taxa~ 75229 ~72) 484-8301; Fax (972) 620-7328 EPORT November 24, 1998 )ject No.: 0771-2112 On Site 5.8 0 1.50 CONCRETE CYLINDER:COMPRESSIVE STRENGTH :T S~ Standard 6"x:~2";: ~ square inches , J TOTAL COMPRESSIVE : RI~QUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH / STRENGTH NUMBER {da}s) TESTED, (pounds) (p~l) ] (psi) / MPC 156 Hold J Fracture mode i~ (A) uniees otherwise noted Specifications: Making & ASTM C-31 Testing ASTM C-143, Types of ~ ] r'~ ~ r-] Cudng: Melhod$: ASTM C-39 Fracture: A y%l I B V~ C VI D I I REMARKS: Technician: Bob Shea SMH/rm Distribution: FUGRO SOUTH, INC. Checked By:~"~ / Eastem Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Uselding FUGRO SOUTH, INC. 28~ 0 Virgo Lane; Ph, t72) 484-8301; D~I~, Tex~ 75229 F~x (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE CUENT: Eastern Development Report D; PROJECT: Magno~m Park, Coppell, Texas Pr~ :EPORT I:e: November 24, 1998 ~Ject No.: 0771-21~2 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTH C~1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Site Concrete CONCRETE SUPPLIER: 78 PLANT/TRUCK: 81 MIX ID NUMBER: 3:00 AIR (%) (A~TM C-23t): 5.3 3:20 WATER ADDED (gal): 0 ParUy cloudy SLUMP (in.) (ASTM C-14~): 5 Paving: Hand pour at approKh from levee t( Waverly On Site ' CONCR~E C~IN:DER GO.MPRESSWE STRENGTH T~$: ' , · ' standard 69 x t2ii!,?~27 :: :. TOTAL COMPRESSIVE REQUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH ] STRENGTH NUMBER {dairy) TESTED (.pounds) (1~i). . } (l~i) MPC 157 7. 11/02.~8 83000 2935 ] 3000/28 days MPC 158 28 11/23/98 105000 3714 ~ MPC 159 28 11/23/98 103000 3643 ] MPC 160 Hold ' Fracture mod®'~ (A) unless olhen~se noted Spec~flcaUons: Making & ASTM C-31 Testing ASTM C-143, Types of I~ I ITl ~ I-~ ~J~ng: Methods: ASTM C~39 Fracture: A I~1I B ~ C VI D U REMARKS: Technician: Bob Shea SMH/rm Distribution: FUGRO SOUTH, INC. Checked By:~ Eastem Development - Preston Skaggs City of Coppell - Larry Davis Site Concrete - Melissa Usetding