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SC-CFBISD Riverchase-LR 990831FUGRO 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/o DaI-Mac Const. Report Date: August 31, 1999 Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184 SAMPLE DATE: August 24, 1999 General Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: DaI-Mac Construction / Berkel ASTM C-109 Piers D-138 and D-139 2:20 PM Type 9000B Time Sampled: 2:30 PM SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED TESTED LOAD STRENGTH STRENGTH NUMBER (days) (sq. in.) (lbs,) (psi) (psi/days) REC 45 3 8/27/99 4.0 16930 4233 4000/28 REC 46 3 8/27/99 4.0 16890 4223 REC 47 7 8/31/99 4.0 REC 48 7 8/31/99 4.0 REC 49 28 9/21/99 4.0 REC 50 28 9/21/99 4.0 REC 51 Hold 4,0 REC 52 Hold 4.0 REC 53 Hold 4.0 Remarks: Jose Rivera Fugro South Technician FUGRO SOUTH INC. Ill Reviewed By: ~'~.J ~- SMH/bg Distribution: DaI-Mac Construction - Jason/Lillard DaI-Mac Construction - Nate Payne City of Coppell - Larry Davis / City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell 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/o DaI-Mac Const. Report Date: August 31, 1999 Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184 SAMPLE DATE: August 24, 1999 General Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: DaI-Mac Construction / Berkel ASTM C-109 Piers D-138 and D-139 2:20 PM Type 9000B Time Sampled: 2:30 PM SAMPLE AGE DATE AREA APPLIED' COMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq. in.) (lbs.) (psi) (psi/days) REC 45 3 8/27/99 4.0 16930 4233 4000/28 REC 46 3 8/27/99 4.0 16890 4223 REC 47 7 8/31/99 4.0 REC 48 7 8/31/99 4.0 REC 49 28 9/21/99 4.0 REC 50 28 9/21/99 4.0 REC 51 Hold 4.0 REC 52 Hold 4.0 REC 53 Hold 4.0 Remarks: Jose Rivera Fugro South Technician FUGRO SOUTH INC. SMH/bg Distribution: Reviewed By: , ~.J DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Nate~ayne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell Fugro South, Inc. 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: s -3~ -~.~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: <;,,,~,__~ / ~t Grout Ticket Batch Antval Load Water Added Grout Sampling~e~ting Grout Cube Data Truck No. No. ~ T'm'te (Yd~) On-Site (Gal) MIX NO.: 900( B , 4000~ T'~e Temp. Flowccme Time Made Set sam~ OeFe~ Sec No. Add I sack of Fluidifler On-Site DWG NO. Gmuan~ PILE NO. ~ R~ D~ Pu~ Grout Pu~ D~ Pump Grout , In~ ~ ~Ft.) , ~ F~ Pm.. {Ft.~, , , S~ Fa~ ~ Dia. (In.) 24 . A~. Pu~ P~. <pN} 42~7 ~.~ T~ S~ ~ 12-7 D~ 7-2 ~ Oe~ 4 ~7 ~ ~Ft ~ L~S D~ ~nt Pile ~le T~ Cl~n~?: Yes ~?: Vol. ( Z.4jD,_d[~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 F'l'3/Stroke, Min. Stroke/5 FT interval = 20 Fugre South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Pt,_.,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-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: ~ -'~l, -c5~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ..%uo.~) / ~-~i:: Grout 'ticket Oat~t A.,rival Load Weter Added Grout Sam~lin~l'esting Grout Cube Data Tftlck No. No. Time Time (Yd~) ~ (Gal) MIX NO.: 900( a 4000~ Time Temp. Flowcone Time Made Set Semi, ed OefFee~ Sec. No. * Add I sack of Fluidifler On-Site DWG NO. Grou,w Surf R~-G~ou~ summary PILE NO. Inifl~ R~ D~ P~ G~t Pump Dep~ Pump G~t I~ ,~t (FL) S~ F~ Pros. (Ft.) S~ Fair A~ D~. (In.) 24 ~ ~ (Ft) ~ 37~ ~ L~ing PVC ~Z ~ ' G~t L~ D~lling Pill Top Cl~n~?: Yes Vol. ( 2_4.jQ,..dja~= 3.14 FT3/Foot. Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 iaugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 F..~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-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: ~-3 ~ -~9 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: c~., ,?~ / H=~ C~out Ticket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Trta=k No. No. Time Time (Y~) Oa-Sita (~) MIX NO.: 900(3 B 4000psi T'~ne Temp. Flowco~e Time Made Set Semp~ o~ sec No. * Add 1 sack of Fluidlfier On-Site DWG 'No. ' Groutinq Summan/ 'Re,Gmufln~l Summmy PILE NO. Initial Re- Depth Pump Gnat Pump Oepth Pump Grout Installation G~out (FL) Strokes Factor Pres. (Ft.) Strokes Factor Alignment Yes Pile Tip Elev.(FL) ~" 0 ~--- a~7 Grouting Start: lO-¢,,~. 52-47 Finish: /0~'('~ 47-42 Avg. Pump Pres. (psi) 42-37~.a~. , , Grout Retum <Ft) /O 37'32 To~S~ok. thi~.~: £O 32-27 o~.w w=e=wa: t 5'1 27.22, ~"[ Taft, ion StaM Placed 12-7 Description 7-2 Cage Desc3'iptJon 4 #7 bars~ 30Ft Centralizers Grout Loss Drilling Ad~acerff Pile Pump Counter ~Start: 0 Pump Countar(~)Stop: 3 ~ ~ 55 SteelPile Top Cleaned?: Placement Yes Problems?: Vol. ( Z_4_jo.~l[a~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fuaro South, Inc, 2880 virgo Lane Dallas. Texas 75229 PI e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. A - 13 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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: C,~ Groul T'~ket Batch A/rival Load Wate~ Added C~out 8amDling~l'estt~g Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: g00( ~ 4000p~ Time Temp. Flowcone Time Mm:la Set . Saml~d Degrees Sec. No. * Add I sack of Fluidifier On-Site DWG NO. o,'ou~ng Summm7 , Re-Groutinl[I Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (FL) Strokes Factor Pres. (Ft.} Strokes Factor Avg. Pump Pres. (psi) 42-37 ~ Return (Fl} / 0 37-32 During Withdrawal: ~L~(~ 27-22 TOtel Grout VOl. (Ft32 ~ j'j'. ~. 22-17 ~.'~ Overall Grout Factor /. ~ 17-12 Tension Steel Placed 12-7 Description 7-2 ,Sonic Lo~ing PVC Cage Desc~on 4 *7 bam~ 3OFt Centralizers Grout Loss Drilling Adjacent Pile Pump Counter ~Sterl: 0 Pump Countor @Stop: Z'"[ 0 Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( ~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 FuGro South. Inc. 2880 virgo Lane Dallas, Texas 75229 F ne: (972) 484-8301 Fax: (972) 820-7328 AUGERED CAST4N-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: ~ - :~ I CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: S~-~ C~out ~ Batch An'tval Load Water Added Grout Sam~ing/Testing Grout Cube Data Truck No. No. Time Time (Yd=) On-Site (Gal) MIX NO.: 900( 3 4000psi Time Temp. Flowcone Time Made Set Sainted e .,,g~-- S~ No. * Add I sack of Fluidifier On-Site DWG NO. Gmu~ Summa~/ ,e-Grouse Su.~nar~ PILE NO. Ini~al R~ D~ Pu~ Grout Pu~ D~ ~ ~t I~ G~t (FL) ~ F~r P~, (Ft.) S~s F~ ~. (In.) 24 ~u~ s~.= il ~ ~ 32-27 A~. Pump P~. (pN) ~-17 I D,~,~ ~: 2 $ ~ 7-2 T~a~ S~ P~, ~p~on ~ L~ng ~C ~l~em Grout Loss Ddlling Pump ~unter ~S~ 0 Pump Coun~r ~Stop: P~ Top Clean~?: Yes S~I Place~ Pmb~?: Vol. (24 in. dia,)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FTinterval = 20 Fuoro South, Inc. 2880 virgo Lane Dallas, Texas 75229 Pi ,e: (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, Inc. Date Installed: ~'. ~ t - .~} CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~u ~.~ / t~ Grout Ticket Batcft Anfval Load Water Added Grout Sampang/Teating Grout Cube Data TruckNo. No. Time Time (Yd=) On-Site(C~l) MIXNO.: 900~:~ , 4000psi Time Ten~. Flowcone Time Mede Se~ sanded ~ sec. No. -tLI tu, , 5 .... * Add 1 sack of Fluidifler On-Site DWG NO. G~o~n~ Su,~a~/ ~e-~ou~ Summe~/ PILE NO, ~n~a~ Re- Depth P~p G~t Pump Dep~ Pu~ Grout In~ ~t (Ft.~ S~ Fa~ Pros. (Ft.~ S~kes Fa~ ~ E~. (FL) ~ ~ ~ ~ml ~ ~ ~A i~ai ~A ~ O~. (In.) 24 S2~7 ~ I ~. Grout V~. <F~ ~ ~I~' ~ 37~2 ~ ~ng S~ ~ ~ ~ ~ ~ 32-27 , ~ ~ ~ Ream (Ft} ~ 17-12 ~ O Dud~ ~1: ~ ~ ~ 7-2 ~ ~ Ten~ ~ P~ Deepen S~ ~g ~c /~:~5 ~e D~p~ 4 ~7 ~ ~Ft Cen~lizers Grout L~s Ddlling ~ja~nt Pile Re~s: Pump Coun~r ~S~: 0 Pile Top Cleaned?: Yes Stol Pl~em~t Pm~ems?: Vol. ( 24 in. dia.}= 3.14 FT=/Foot, Pump Calib. Factor = 0.92 FT=/Stroke, Min. Strokel5 FT interval = 20 Fugm 8outh. in;. 2880 Virgo Lane Dallas, Texas 75229 I=~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PILE NO. .k- I,~ PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farrners Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~..~ i - ..~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather:. $ ~,,.~) ,/ ¥~oic Grout Ticket Batch Arrival Load Water Added Grout Sampling/Testing G~out Cube Data Truck No. No. Time Twne (Yd*) On-Site (Gal) MIX NO.: 900( ;t .40(X~ Time Temp, Flowcone Time Made Sampled De,~ee~ Sec. .No. * Add 1 sack of Fluidlfier On-Site PILE NO. i~t~ Re- D~ ' P~ Grout Pump ~ Pump G~ I~le~ G~ {FL) , $~ F~or Pros. (Ft.) S~ F~r ~ Dia. (In.) ~ ~ ~c G~t Loss ~nt Pile P~p Count~ P~p Count. ~Stop: Pile Top Clean~?: Yes Stol Pla~nt Problems?: Vol. (24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 2880 Virg¢. Lane Dallas, Texas 75229 F ne: (97£) 484-8301 Fax: (972.) 620-7328 AUGERE9 CAST-IN-PLACE FILE RECORD PILE NO. A- L 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: g. '~,-~4-~ CONTRACTOR: Dalrnac/Berkel & Co. Contractors Weather: $~,~ / H~ic. Grout Ticket Batch Ardval Load Water Added Grout Sampling/Teeting I Grout Cube Data Track No. No. Time Time (Yd3) On-Site (Gal) MIX NO.: 900(~ a 4000psi , I Time Temp. Flowcone I Time Made Set Sampl~l O~rees Sec I No. * Add I sack of Fluidifler On-Site DWG NO. I Groutin~ Summa~/ Re-Grouting Summary PILE NO. Re- j Depth Pump Grout Pump Depth Pump Grout Installation Grout ! (Ft.) Strokes Factor Pres. Strokes Factor Ground Eiev F:) ,~ ~.~. ; initial L 5 N/A initial N/A Alignment __ YeS !rI 60--57 Depth (Ft.) 5e ; 42-37 Pile Tip Elev ct) ~ J'~ ~ Grout Return Fh ~'5 i 12-7 During V', :thOrawe,: ~,~ ! 2-Ground Overalt Grou. :~.ctor )'~'~ : Tension SI9~ =, ~ced Descdpbon Centralizers Sonic LoBgin;; F'.'C Cable Steel P ~ced I~; 51 ; Centralizers ~ Grout Loss ~ :, ,g Adjacent P. ¢. _ Remarks: Pump Coum ~'Sta~: 0 Pump Count LStop: 31 8 Pile Top Cle;,,:e.l?: Yes Steel Placen Problems~ Vol. ( 24 in. d *. ~: ;: ;~,14 FT~/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = ~O Fugro South, Ino, 2880 Virgo Lane Dallas, Texas 75229 F"-';~e: (972) 484-8301 Fax: (972) 620-7328 ,Q 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. Datelnstalled: ~.~ CONTRACTOR: Dalrnac/Berkel & Co. Contractors Weather: S ,~ ,,~, Grout Ticket Batcl3 Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Track No No. Time Time (Yd~) On-Stte (Gal) MIX NO.: 9000B 4000psi Tir~le Temp. Flowcone Time Made Set Samplad Degrees Sec. No. -1(- Add I sack of Fluidifier On-Site DWG NO. c,~utin~ Summary Re-Grouting Summary PILE NO. I Initial Re- Depth Pump Grout Pump Depth Pump Grout ! installation Grout (Ft.) Strokes Factor Pres. (Ft.I Strokes Factor Ground E: :, (Ft.), , -.~5 ~ initial 25 N/A initial N/A Alignmen: ~ Yes 60-57 Auger Oia in. J 24 57-52 Augering Start: I~ :~f~ 5~.4~ De~th (FI J ~ 4-2-37 Pile Tip El=. (F:) i ~)~ J[4~ 37.32 C, rout~n~ start: '~ J~: 55' ~7.~ Total Strokes Initial: ~ 7-2 Tension S'-:el Pieced DeScnptic: C~ntralize" ~ J Sonic Log:: ']~1 PVC Cage Des~ ':,~tic:*~ ! 4 #7 bars~ 30Ft Centralize Grout Los. Dn::ng Adiace.m Remarks Pump Cc,.. :er ~Start: 0 Pump Co,--., :~Stop: 3 ~; Pile Top C ?an~.d?: Yes Steel P!ac :~er · Problems Vol. ( ~4 in_ ~ )= 3.14__ FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fugro 8ou:h, 2880 Vir§o Lane Dallas, Texas 75229 F"~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. A' ~< 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: ~. :~ I - ~.9 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~,.,~ // ~,,j~ Grout :' Ticket Batc~ Amval Load Water Added Grout Sampling/Testing Grout Cube Data Truck N.: No. Time Time (Yd3) O~-Site (Gal) MIX NO.: 9000B 4000ps~ Time Temp Flowcone Time Made Set Add 1 sack of Fluidifier On-Site DWG NO. c, muun~ summary Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Purop Depth Pump Grout .__. Installation Grout (Ft.1 ;~,.t~.~ Factor Pms. (Ft.) Strokes Factor Alignm e -: Yes 60-57 Auger Cla in.~ 24 57-52 Depth~ .--:' 6~ 42-37 =inish: )4 ' 4 t' i 2247 D~scn~.~ cr- Soni,c Leggin9 P"/C Ca~e Ce.=:,' ptl ' ~ 4 #7 bars~ 30Fl Centre' -~- ~ I Rema: - Pump ::'_":er .~.Start: 0 Pile Tc;: :'ear' .~ K~: Yes Vol. (~=~_~_ die = 3,14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fu0ro ~outh. Inc. 2880 Virgo Lane Dallas, Texas 75229 F"-'~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. A' 1(3 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: ~-3L-<~.,q CONTRACTOR: DalmacJBerkel & Co. Contractors Weather: ~'~'~,') / .4° I:. Grout Ticket Batch Amval Load Water Added G.-out Sampling/Testing Grout Cube Data Truck Nc NO, Time Time (Yd3) On-Site (Gal) MIX NO,: 9000B , 4000psi Time T~mp, Flowcone Time Made Set Sampled De~es Sec. No. Add I sack of Fluidifier On-Site DWG NO. G~tiW Summa~ Re-Grouting Summan/ PILE NO. i Initial Re- Depth Pump Grout Pump Depth Pump Grout ~ Installation Grout (Ft.) S ~r~:[es .,. Fac. tm* Pres. (Ft.) Strokes Factor ; initial N/A initial N/A Alignment i Yes 60-57 Theor, Gr.:.: Vt, Avg. Pure: Ore~ (psi) T~sion Steel ~a~ O~fipt]o~: ~ic Lcg~in~ FVC Cage Stee ;laced ~ge Cesc:':,~ticn 4 ~7 ~m~ 30Ft C~trah;~ = Grout L;s~ :ril~ Pile Top C'~anc,.J?: Yes S~el P~c :herr Pmblems' Vol. (;~4 in._. J!.~.:~= 3,14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroket5 FT interval = 20 'Fugro 8outh. InD. 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: ~-31 - CONTRACTOR: Daimac/Berkel & Co. Contractors Weather: ~u,,..~) /' I~ Grou: Ticket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cul3e Data Truck N,~ No. Time Time (Yd3) On-Site (Gal) MIX NO.: 9000B 4000psi, , Time Temp. Flowcone Time Made Set Sampled , D, ~mea Sec. No. Add 1 sack of Fluidifier On-Site DWG NO. c, rou~w Sumn~F Re-Grouting Summar~ PILE NO. Initial I Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes Factor Pres. , (Ft.) Strokes Factor C~'ounc F.-... (F'. i 57~I~,.~ i.itial J~ N/A illitia, N/A Alignmen: Yes Augering Start: 1~: (~,,~L st..: "7: Finish: ~ ~: ~"~ :~J1~, , TO.' Strokes Iniaa,: ~ S T~stcn S:=el ~'~ ~t~i',zer~ I , ~ic Logg;ng PVC ~ Stee: ~,acod [~ : ~ G~ut 5~ ~riih g Adjaco': : ¢ Pump C~.~:er '~Stop: ~ ~ ~ Pile Tc:- ;; ~enedo: Yes Steel; -. '. *~e~' Pmbie ' Vol. (24~ -;1__~,_.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fugro South, In(:. 2880 Virgo Lane Dallas, Texas 75229 P'-' ~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. ,L~.. 1~ 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: ~-51 -¢5~) CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~ ~,,.~ / }.~o~ Grout Ticket Batch Amval Load Water Added Grout Sampling/Testing Groul Cube Data Truck Nc , NO. Time Time (Yd3) On-Site (Gel) MIX NO.: 900C B 4000psi Time Temp. Fiowcone Time Made Set Sampled De~rees Sec NO. * Add I sack of Fluidifler On-Site DwG NO. c, mua,~ Summa/ Re-Gmutin~ Summary PILE NO. Initial Re* Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) ~ Factor Pres. (Ft.) Strokes Factor Alignmem Yes 60-57 15 Auger Dia fin 24 57-52 .~ ~., Augenng Start: ~: I/...~ 152-47 --,n,,h: I c. ! 4,-42 Depth ,'Ft. i ~ i 42-37 Pile T,= E;ev.~F: 3 ~ 4L~ ; 37-32 ~' Theor. '~r~,..[ '..: (Ft3) 188.4 , ', 22-17 Grout ~e~;:'n (F: "1 Total S[ro~:es Initial: ~,,S ! 7-2 Tension Steel ;~aced Oescnp;~:r Centra ize:'s Sonic ~%c§m9 Cage Stee r=~aced Cac, le Deszripfior~ 4 #7 bars~ 3OFtti Cantrariz~:-s ! , Grout. 35= D:' ~,~ , Rema-- s Pump '3;Jrt,: '! Start: 0 Pump Cou,;te' ?.Stop: 3 (~ '~ Pile ToF 2lee~ ~.;o: Yes Steel Placemcm Problems '~ Vol. (24_.p ai¢~=;= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 f~uero South, Ino. 2880 Virgo Lane Dallas, Texas 75229 P~ ..,ne: (972) 484-8301 Fax: (972) 620-7328 ~O AUGERED CAST4N.PLACE PILE RECORD PILE NO., ~J~ '- Z ~ 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: Dalrnac/Berkel & Co. Contractors Weather: ~-,~, / C.~out Ticket Batch Anival [.nad Water Addl~ Grout Sampling/Testing C~out C_.4YOS Data Truck No. No. Time Time (Yd3) On-Site (Gal) MIX NO.: 900( B 4000psi Time Temp. Flowcone Time Made Set Sampted Degrees Sec~ No. 'I~ u.l.~,~.5'l~ 15'..~ 14;:4o -.q Add I sack of Fluidifler On-Site DWG NO. C, mu~ Summa~ Re-Grouting PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes F,,~'-' Pres. (FL) Strokes F~.,- Alignment Yes ~ Depth(Ft-) ,J~ ~O 47.42 ,,~ Theor. Grout Vol. <FI~ ~ I~'~ o~ 37..32 Grouting Start:. ~ '"J ~:~ 32.27 Avg. Pump Pros. (psiI 22-17 .~ ~: Grout Return (Ft1 '"'J 17-12 '"~ ~ To~ Grou~vol. <~) .t.~.~- 2-~rou. £O Tension Steel Placed Description Centralizers Sonic Logging PVC Cage Deso'iption 4 #7 bars~ 30Ft Grout Loss Drilling Adjacent Pile Remarks: Pump Counter ~JStart: 0 Pump Counter ~Stop: 3 ~/~ 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 FTinterval = 20 Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 PK'-'~.: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PROJECT: OWNER: ENGINEER: CONTRACTOR: Riverchase Elementary School Carrollton-Farmers Branch I.S.D. SHW Group, Inc. Dalmac/Berkel & Co. Contractors PILE NO.~ Project No.: 0791-2184 Observed By: N. Mikhaii Date Installed: Weather: Grout Ticket Bat~ Arrtvat toad Wate~ AcMed ~ SampiingFTesling Grout Cu~ Dam * Add Fluidifler On Site DWG NO. PILE NO. ~r~ Re- ~ P~ ~ Pum~ Dep~ Pump ~out Son~ ~ng ~C ca~ o~;~ 4 ~7 ~ .~t Ce~em Grout ~s Ddll~ Ad~a~n~ Pile Rereads: Pump C~nter ~Sm~: Stol Pla~me~t Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20