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SC-CFBISD Riverchase-LR 990825
FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: PROJECT: COMPRESSIVE STRENGTH OF GROUT CUBES Carrollton-Farmers Branch lSD, c. Jo DaI-Mac Const. Report Date: August 25, 1999 Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184 'SAMPLE DATE: August 17, 1999 General Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: DaI-Mac Construction / Berkel ASTM C-109 Pile B-51 1:28 p.m. Type 9000-B Time Sampled: 3:35 p.m. SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED' NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq. in.) (lbs.) [psi) (psi/days) REC 9 3 8-20-99 4.0 17650 4413 4000/28 REC, 10 3 8-20-99 4.0 17430 4358 REC 11 7 8-24-99 4.0 21134 5285 REC 12 7 8-24-99 4.0 21154 5289 REC 13 28 9-14-99 4.0 REC 14 28 9-14-99 4.0 REC 15 Hold 4.0 REC 16 Hold 4.0 REC 17 Hold 4.0 Remarks: Michael Overstreet Fugro South Technician SMH/bg Distribution: DaI-Mac Construction - Jason Lillard City of Coppell - Larry Davis SHW Group - Joe Craddock JRJ Paving - Jeff Williford FUGRO SOUTH INC. Reviewed By: DaI-Mac Construction - Nate Payne City of Coppell - Lee Stone SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 P,._ae: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: DalmacJBerkel & Co. Contractors Weather: ~':,,,~y / Grout Ticket Batch Antval toad Water Added Gro~t Sarnp#ng/Te~ting ~out Cube Date Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 900~ a ~ Time Temp. Flowcone Time Ma~e Set ' Samr-~-- ~,~ Sec. No. 'luidifier On-Site "' DWG NO. ~outi.~ s.mm~7 Re-G,o.,.~ Su~.~ PILE NO. Initial R~ D~ Pump Grout Pump Depth ~mp G~t 3 A~. PU~ ~. (pe~ 42~7 T~S~ In,al: ~ ~-27 T~ S~ ~ 12-7 ~ O , D~p~ 7-2 ~ t , ~1~ 2~ ~ ~ ~ Loss D~lling ~ja~nt Pi~ R~s: Pump Counter ~S~: 0 Pu~ C~n~ ~Stop: ~ O Pi~ Top CI~?: Yes Stol Pl~t Problems?: Vol. ( Z_~= 3.14 FT3/Foot, Pump Calib. Factor = ~FT3/Stroke, Min. Stroke/5 FT interval = ~'. l;ugro ~outh, Inc. 2880 Virgo Lane Dallas, Texas 75229 Pt,_, ~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILENO.. _~. ).~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~ - ~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~ '-~,,,,~ Grout 13cket Batch AnOva Load Water Added Grout Sam~ing/Testing Grout Cube Data Truck No. No. 13me Time (Yd~) On-Site (C~) MinX NO.: 900( ~ 4000~ Time Temp. Flowcone Time Made Set S, rn~d Oegm, Se~ No. * 1 mck f Fluidifler On-Site DWG NO. C-r~w sum~, ee-~,o~w Su.~ry PILE NO. ~ ~ ~p~ pu~ Grout p~p ~p~ ~mp ~ut ~ (~) 85 67~2, ~ A~. P~ ~. ~) 42~7 ~ ff T~,~ 3~::'. P~-~ 12-7 ~ ~ ..... r .... C~ ~¥~ 4 ~7 ~ ~Ft Pump ~ ~5~: 0 Pu~ ~n~ ~St~: ~ ~ Pile T~ CI~?: Yes S~ ~t P~?: Vol. ( Z.~= 3.14 FT3/Foot, Pump Calib. Factor = _O,.,9.Z_FT3/Stroke, Min. Stroke/5 FT interval = 20 Fugro Oou',h, Int. 2880 Virgo Lane Dallas, Texas 75229 P..le: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. ~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: c__..~, .,,/v / ~ T'~ket Batch A.,rival Load Water Added Grout Sampling/Taming Grout Cube Data Truck No. No. l~me Time (Yo") On-Site (Gal) MIX NO.: 900( 8 400(~ Time Temp. ~ Time Made Set sam~ed .O~r,~ sec. No. Add I sack of Fluidifler On-Site DWG NO. ero~,~; Su,~m,r~ R,-O~utir,; Summ,,/ PILE NO. Initial R~ D~ P~ Gm~ Pump ~ ~mp G~t Ins~la~ Grout (FL) S~ F~ P~. (FL) S~ F~or ~ O~. (In.) 24 82-~ RNa: ~' ~ 72~7 ~ ~ ~'(~) ~ ~ 62~7 ~ 47~2 A~. Pu~ ProS. <pN) 42~7 ~ ~ F~ }, ~ ~ 17-12 ~ 2~ l '~ / C~ O~p~n 4 ~7 ~ ~Ft ~t L~ D~I~ ~nt Pi~ Pile T~ C~an~?: Yes S~ Plant Pm~ems?: Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 ~ugro ~iouth, Inc. 2880 Virgo Lane Dallas, Texas 75229 P,,..ae: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. .~ t~, PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Daimac/Berkel & Co. Contractors Weather: %~, / Gm~ T~#,et Batch Arrival Load Water Added Grout Sampling/Testing Grout Cu~ Data Truck No. No. Time Time (Yd3) On-Sita (Gal) MIX NO.: 90iX a 4000psi, Sam~ed Degree. Sec , , NO. Add 1 sack of Fluidifier On-Site DWG NO. c.~ng summ~y Re-e~ouu.e S~mm~ PILE NO. Initial Re- Depth Pump ~. ~ v~. <~ ~.~ s7~2 t~s~. ~n~,,: ~ ~-~7 T~ s~ ~ ,2-7 ~ 7-2 c~ s~ ~ ~. 5 2 C~ ~ 4 ~7 ~ ~Ft ~liz~ ~ut L~ Ddlling ~j~ Pi~ R~: P~p ~unter ~S~: 0 Pump ~nt~ ~Stop: ~0 ~ Pi~ T~ C~n~?: Yes S~ Pta~t P~s?: Vol. ( ~= 3.14 FT31Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 ,Fu lre Smith. Inc. ~000 'Vireo ~n~ Dallas, Texas 75229 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENOINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout Tmket Batch Antvai Load Water Added Grout Sampling/Te~ting Grout Cube Data Track No. No. Time Time (Yd=) On-Site (Gal) MIX NO.: 900( 3 , 400op~ Time Temp. Flowcone Time Made Set * Add 1 sack of Fluidifier On-Site DWG NO. Groutin~ Summary Re-Groutin~ Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout, , , (Ft.I , Stmke~ Factor Pres., (FL) Strokes Factor ~ Tip Elav.(Ft.) ~ '1'..~.~ 62-57 ~ Return (R) /0 37-32 , Totel $1rokes Initial: ~--5 32-27 23 Ouriw Wilhdmw"l: ) 7 ~ 27-22 ~. Te~llion Steel Placed 12-7 Description 7-2 Grout Lo~ Drilling Adjacent Pile Pump Counter ~$tart: 0 Pum~ Counter ~Stop: + / P Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. (24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 2880 Virgo Lane Dallas, Texas 75229 F..,ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO, ~ , ~ ~..,~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: <-.,, Grout TickM Batch Anival Load Water Added Grout Sampling/Testing G'out Cube Data Truc~ No. No. Time Time (Yd~) On-Site (C-al) MIX NO.: 900( =~ 4ooop~i Time Temp. Flowcone Time Made SamP~ ~ sec. No. Add I sack of Fluidifler On-Site DWG NO. C~uun~ Summer7 ' Re.Grouti~l Summa~/ PiLE NO. ~n~l R~ ~ P~p ~ut Pump Dep~ Pump G~t t~um ~ut (FL} S~es Fa~ P~. (Ft.) S~k~ F~ , , ~ ini~ ~A iniU~ ~A ~t v. ~2 ~: ~ ~'.~ 47~2 A~ PU~ ~. ~ 42~7 T~I S~ I~: ~ ~ 32-27 ~~F~ ~' ~ 17-12 T~ s~ ~ ~2-7 7-2 ~iz~ ~t Pi~ R~s: Pump ~n~r ~S~ 0 ~ ~nt~ ~S~: ~ ~ ~ Pi~ T~ Cl~n~?: Yes S~ ~t P~s?: Vol. ( ~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 2880 Virgo Lane Dallas, Texas 75229 P,..~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: <~ ;!~-~$ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: % ~.~ / Hot_ Grout T~c~et Batch An'ivat Load Water Added Grout Sam~llng/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On-S~ (~) ,,,MIX NO.: 9OO( B 4o00psi Time Temp. Flowcone Tune Made Set Sampled ~ Sec, No. Add 1 sack of Fluidifler On-Site DWG NO. G,u~t~ Sun~.~/ R~G.~,,w Summ~ PILE NO, Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.I $ ,~kes Factor Pres. (Ft.) Strokes Factor Depth <FL} ~ 67~2 ~ I ~ R~m (Ft) ~ 37~ ~ ~ G~t LOSS Ddlling Pu~ ~n~ ~S~: 0 Pile Top Cl~n~?: Yes Pm~ems?: Vol. (24 in. dia.)= 3.14 FTa/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phune: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. C J o 5 PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: DalmacJBerkel & Co. Contractors Weather: Grout Tictmt Batch Anival Load Water Added Grout Sampliegffesting Grout Cube Data Truck No. No. 'nme Time CYda) On-Sits (Gal) MIX NO.: ~0(X 3 4000~ Time Temp. Flowco~ Time Made Set Sampled Degrm~ Sec. No. * On-Site ",R(Xi I~--'-'--~;~lr:'-K UI FIUIUIIIql ~/Ir DWG NO. c,,~ting summer~ Re.Grout~ Summa~ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout I~.-_ :. _--';+::---~ Grout , {FL) Strokes Fm~_t m, Pres. IFt.} Strokes Factor C. mund Bev. (Ft.) ~"3 '- A'_='~_' Dia. (In.} 24 82'77 ~,~ ) Z: 5 (; ,7.,2 Total Strokes Initial: ~.~ 32-27 Tension ~ P::--=-~. 12-7 [~,~ ¥,~,,-, 7-2 Sonic Lc-,;-~L.-'~g PVC Cage E,~,~, ;i--'-'<'~ 4 #7 ba~ 3OFt Grout Loss Drilling Adj~_~.t P~ Remarks: Pump Counter {~lStart: 0 Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( Z.4_L0_...d~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 ~ , Fug~.e ~:euth, 2880 Virgo Lane Dallas. Texas 75229 F..ae: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PILENO. , ,(~ ~,~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~ .~5:.~<) CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather:. .%,,~ / I~o i: Grout ~ Batcfl Arrival Load Water Added Grout Sampling/T~tlng Grout Cube Date Tmc~No. No. Time Time ('fda) On-Site(Gal) MIXNQ: 9000=~ 4000psi Time Temp. Flowcone Time Made Set S~p~ ~ , sec. No. * Add I sack of Fluidifier On-Site DWG NO. c,~n~ Summa~ Ra.-Grouliw Summa~/ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installaltcm C~out (FL} Strokes Factor Pres. {FLI Strokes Factor ~ ~FL} 85 67.~2 ~..~ Grout Retum {Fi) I~'1, 37-32 ~'i~ ~0 o~.,~,~.~ i,.~i ~7-~2 Te~ Steet ~ 12-7 ~ Deic~lp~Orl 7-2 ~ ~ ~t L~ D~I~ ~nt Pi~ R~s: Pu~ Coun~r ~S~A: 0 Pump ~n~ ~St~: ~ g ~ Pi~ T~ C~?: Y~ S~ Pl~t P~s?: Vol. ( ~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 'Fugro 8outh, Ino. 2880 Virg0 Lane Dallas, Texas 75229 Pt,..ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO, ~ 11~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout Ticket Batch Amval Load Water Added C~out Sampling/T~ C.-~out Cube Data Tr, d~{ No. No. Time ~ (Yda) On-Site (Gal) MIX NO.: gOO¢ ~ 4ooop~i Time Tern0. Flowcone Time Made Set 13 '1136 * Add I sack of Fluidifier On-Site DWG NO. c.~o~m Summa,/ ..-~=,.~ Summar~ PILE NO. ~n~ ~ D~ ~ G~ P~p D~ Pump ~ut ~ ~m (Ft) /~ 37~2 ~ ~ ~ 7.z ~ T~ C~?: Y~ $~ P~t Pm~?: Vol. ( 2_R_i.O.,_.dja~= 3.14 F'1~/Foot, Pump Calib. Factor = 0.92 FT~/Stroke, Min. Stroke/5 FT interval = 20 2880 Virgo Lane Dallas, Texas 75229 F..ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO .... ~ i~. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~; - ~. 5- ~.~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: $ ~) / Ho ~ , ! Grout Ticket Batch Arrival Load Water Added Grout Sampling/Te~ting Grout Cube Data Track No. No. Time Time (Yd3) O~-Site (Gal) MIX NO.: 9~X] a 4000~ T'~e Temp. Flowcone T~me Made Set Samp~d ,C.~.~, Sec No. G~t l..1~1'/7o ,t,Z..52. I/+ '2o ..9 Add I sack of Fluidifier On-Site DWG NO.' PILE NO. IniU~ R~ Dep~ Pu~ ~ut ~ ~ Pu~ ~ut ~ ,,~ ~A A~. s~ 14' ~t ~ (Fl} ~ 37~ T~ S~, ~ 12-7 D~ 7-2 , I ~ 2~ ~ D~ 4 ~ ~ ~Ft C~I~ ~ut Lo. D~lling R~.: Pump C~nt~ ~S~: 0 Pile Top Cl~n~?: Yes S~ ~a~m Pmbl~s?: Vol. (~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 'l~ugro ~ouf~, Inc. 2880 Virg0 Lane Dallas, Texas 75229. P,._, ~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carroilton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~*?.5- f~) CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: $o- ,~.~ ./ /-/o Y Grout Ticke~ Batc~ Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Track No. No. T'm'te Time (Yd3) On-Site (Gal) MIX NO.: 900( B 4(xiopst Time Temp. FlowconeTime MadeSe~ ~9 i3.9-~!9 I~-'~tq- )-~. I~ '~ 2.0 , ,, * Add 1 sack of Fluidifler On-Site DWG NO. G~..~ Summar7 Re. Groutin~l Summary PILE NO. ~ R~ D~ p~ G~t P~ D~ Pu~ Grout In~ ~ (FL) S~ F~or P~. (FL~ S~ F~r T= S~ I~12 A 5 32-27 ~ ~ ~ 7-2 G~I L~ ~ing ~je~t Pi~ S~ R~nt Vol. ( ~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = ZO Fugro SOuth, Inc. 2880 Virgo Lane Dallas, Texas 75229 P,,,,ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED cAST-IN-PLACE PILE RECORD PILE NO., : J~ ~>'~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. · Observed By: N. Mikhail ENGINEER: SHW Group,_lnc. Date Installed:' ~. ~5. ~ CONTRACTOR: Dalmac/Berk~l & Co. Contractors Weather: $ '~ '~ "Y / H, ~: Grout ~ Batch Antval Load Water AcMed 'Grout Sempling/Teaang Grout Cu~ Dam T~ ~. No. ~ ~ ~), O~ (~) ~X NO.: ~ B ~ ~me T~p. ~ ~ ~ S~ ~p~ n~ S~ No. Vol. Add 1 sack of Fluidifier On-Site "~ , ~,,cj~ .. DwG NO. G,~.~ Surnma~ Re-Gmultn~l $umma~/ PILE NO. i,~ ~ ~ Pump ~t Pump Dep~ Pump G~I ~ o~. gn.) 24 ~ S~ ~ ~ ' ~-72 ~ (~) . ~7~2 O~ 7-2 ' Cen~l~em ~j~nt Pile Re~s: Pump ~n~ ~Sto.: ~ / ~ Pi~ T~ ~?: Yes S~ ~t P~?: 3.14 FT=lFoot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 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: AuGust 25, 1999 PROdECT: Coppell Hi§h School, Coppel~, Texas PRO,JECT NO: o791-22o8 SAMPLE DATE: August 17, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.10~4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 075736 98 89 3:56 4:45 Hot Piers - Pier #193 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 / 956 MIX ID NUMBER: 16 AIR (%) (ASTM C-231): WATER ADDED (gal): 10 SLUMP (in.) (ASTM C-143): 4-1/4 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 29 7 8-24-99 73000 2580 3000/28 days CHC 30 28 9-14-99 CHC 31 28 9-14-99 CHC 32 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM C.31 T.ting ASTM C-143, Typesof ~ [~ [~ F"~ Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Technician: Tom Cypert SMH/bg Distribution: 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 CLIENT: PROJECT: Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT Coppell lSD, c/o Dal- Mac Construction Co. REPORT DATE: August 25, 1999 Coppell High School, Coppell, Texas PROJECT NO: 0791-2208 SAMPLE D E.: August 16, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C-1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: Cortez Group 3090131 99 90 3:01 4:05 Hot Piers: Pier #159 CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 3/734 MIX ID NUMBER: 16 AIR (%) (ASTra C-231): WATER ADDED (gal): 10 SLUMP (in.) (ASTra C.143): 4 CONCRETE CYLINDER COMPRESSIVE ,~i-RENGTH TESTS Star~derd 6" x 12", 28.27 square Inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (day;) TESTED (pounds) (psi) (psi) CHC 25 7 08/23/99 94000 3330 3000/28 days CHC 26 28 09/13/99 .... CHC 27 28 09113/99 CHC 28 Hold Fracture mode is (A) unless otherwise r~ou~-I Specifications: Making & ASTM C-31T"tJng ASTM C'143' Typesof ~ ~ ~ ~ Ct~¢ii-~: Meth_~d_~: ASTM C-39 Fracture: A B C D REMARKS: Technician: Thomas Cranford FUGRO SOUTH INC. Reviewed By: ~ 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