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SC-CFBISD Riverchase-LR 990823Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Ph,,,~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. ~ ~o 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: ~,~,,;~ / HoL C~out Ticket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Date Truc~ No. No. T'm~e Time (y~) On-Site (Gal) MIX NO.: 900( B 400Opsi Time Temp. Flowcone Time Mede Set Sampled De~lrees Sec. No. · ACll3 1 SaCK OT I-lUlalner DWG NO. ~ar~ Summe~/ Re-C,~u~,~ Summery PILE NO. Initial Re- Depth Pump Grout Pump Oep~ Pump Grout ;~.~_.'_=~,-:;. --. Grout {Ft.) Strokes Factor Pres. (;Ft.~ Strokes Factor Ground Elev. <Ft.) ~.2~ ~.'J initial ,,~ 5 N/A initial N/A Ali~p-,T~ ;. Yes 35-82 Dia. (In.) 24 82-77 Auger Augering Start: ~; ,I~/~. 77-72 Del)th <FL) 85 67-82 ~. -,~ Pile Tip Elev.(Ft.) ~-~ 6-..~ e2-57 ,~-- 1T,~:.-. Grout VOL (FP) 2~6.9 57-52 Grouting Stert: "1: .~0 52-47 "~ Grout Retum <Ft) I O 37-32 Totel Strok. Initial: ~5 32-27 Overall Grout F_~.~---I '4J'J' 17-12 T~,T,~C--~ Steel I=~.---~1 12-7 De~,., ¥[;o~ 7-2 c.,~_~!,__~ 2-Ground Sonic L,:~.:~g PMC C_~ge._ Dei<~;p;k.'~ 4 #7 bars~t 30Ft Grout Loss Drilling Adj_~c_ent Pile Remarks: Pump Counter (~lStert: 0 Pump Counter ~Stop: ,~- Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. (~= :~,14 FT3/Foot, Pump Calib. Factor =.~.~.FT3/Stroke, k ~/-- Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 P~ .~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: ~. 15-%% CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: S~,,~'7 ! H~- / Grout T'zket Batch Arrival Load Water Added Grout Sampling~esting Grout Cube Data Tn.,ck No. No. Time Time (Yd') On-Site (Gal) MIX NO.: 900~ :~ 4ooopsi Time Temp. Flowcone Time Made Set , Sampled De~rees Sec. No. * Add I sack of Fluidifler On-Site DWG NO. Grouting Summar~ Re-Grouting Summary PILE NO. mn~ Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout {Ft.) Strokes Fact~' Pres. (FL) Strokes Fact. er ~round Elev. (Ft.) ¢~ 5 '~ initial .~¢. N/A initial N/A Afignment Yes 85-82 Auger Dia. (In.I 24 82-77 Pile Tip Elav.(Ft.) ~ O¢~'~ 62.57 Avg. Pump Pres. (psi) 42-37 Total Strokes Initial: ~.~.~ 32-27 Oudng W'~xlrewal: 5(~_.,~ 27-22 Total Grout Vol. {FTC;) 3~)~.~ 22-17 Overall ~ Factor /, ~.~ 17.12 Tenlion Steel Placed 12-7 Description 7-2 ~C:) {;Lo:.) Cegtrelizers 2-Ground . Sonic Lo~in~ PVC (::a~e Description 4 #7 ba~s(i~ 30Ft Centralizers Grout Loss Drilling Adiacent Pile Pump Counter (~Start: 0 Pu~.p cou.te~ =s~op: h-3 $ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. (~= 3.14 FT3/Foot, PumpCalib. Factor= 0._~FT3/Stroke,. Min. Stroke/5 FTinterval = ~ 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. l~ II ~, 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: ~,,,ty Grout Tic, et Batch A.,rival Load Water Added Grout S~3plillg/TestJng Grout Cube Data Truck No. No. Time Time (Yda) On-Sita (Gal) MIX NO.: 9000 r~ , 4ooop~i Tg, ne Tem~o. Flowcone Time Made Se~ Sampled Degrees Sec. No. * Add I ~ck of Fluidifler On-Site DWG NO. GrouUw summary Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout {Ft.) Stroke~ Factor Pres. {Ft.) Strokes Factor AI;,~,T, en~ Yes 85-82 A,_,,~e_r O~a. (In.) 24 82-77 ,~. Aug~ing Start: 8' ~) 77-72 P,, Tip a~,.IFt) ~ ~ e~-s? Avg. Pump Pres. (psi) 42-37 G~Out Return (Fi) ~ 37'32 Total Strokes Initial: 30 32'27 D~ ;F~ 7-2 ~ L~ing ~C c~e st~ P~ I0 ~ De~6~ 4 ~7 bam~ ~Ft Grout Lo~ Ddlling ~a~t Pile Pump ~ter ~S~: 0 Pi~ Top Clean~?: Yes 5reel Pla~ment P~blems?: Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = ...Qj~ FT3/Stroke, Min. Stroke/5 FT interval = 30 ' ~.9~ Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Ph<,, ~e: (972) 484-8301 Fax: (972) 820-7328 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: £o~ Grout Ticket Batct~ Arrival Load Water Ax~ded Grout Sampling/Testing C~out Cube Data Troc~ No. No. Time Tinge (Yd3) On-Sita (Gal) MIX NO.: 900( =~ . 4000psi Time Temp. Flowcone Time Made Set , Sampled ~ Sec No. Add 1 sack of Fluidifier On-Site DWG NO. 6rouU,~ Summer7 Re-Groutin~l Summa~ PILE NO. ,~ua~ Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout {FL) Strokes Factor Pres. {Ft.) Strokes Factor Ground Elev. (Ft.) ~3 ~'''~ initial ;~.5 NIA initial N/A Ali~nff~t Yes 85-82 Auger Dia. (in.) 24 82-77 Augedng Sta~.. /0; 0 ~ 77-72 ,~'~ Finish: j 0: )~[~ 72-87 Depth (Ft.) 85 67-82 Pile Tip Elev.<Ft.) 8 '~,~ 62-57 Theor. Grout Vol. {Ft~) 266.9 57-52 Grouting Start: lO '. I~ 52'47 ~...~ Finish: /~3' ~..~ 47-42 Avg. Pump Pres. (,osi) 42-37 Grout Return (Ft) ~,~ 37-32 Total Strokes Initial: ~.~ 32-27 .~.-~ Total Grout Vot. <FO) ~55 .c~ Z'~L 22.17 Tension $~ ~ 12-7 Description 7-2 25 Sonic L_,~..,ng PVC C~e_ Description 4 #7 bars~ 30Fi Centralizers Grout Loss DHIling Ad~ecent Pile Remarks: Pump Counter ~Start: 0 Pump Counta.~S~p: 4 4 ~' Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( Z.4~= 3.14 FT3/Foot, Pump Calib. Factor = _.~.~ FT3/Stroke,, Min. Stroke/5 FT interval = 2~) Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Ph~,,~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 079'1-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: g. ~ -99 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~,: ,~///{~)' ~ T'~ket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd:) On-Site (Gal) MIX NO.: 900~ ~ 4(XX)psi Time Temp. Flowc~e Time Made Set Sampled Degrees Sec. No. Cz~( 't$9~/~ -~:~ I~ :05 ~ ~.e * lifter On-Site - Aaa 1 sack ol rlUlUlIIF~I DWG NO. Gro~ Summerr ,.~...~,~ Su~ PILE NO. ~,,~ R~ Oep~ Pu~ Grout Pump D~ Pu~ G~ ;~=~ G~t ~Ft.} S~ F~ P~. ~FL) S~s F~ ~,_~ O a (In.) 24 82-77 A~ P~ P~. ~) 42~7 Ta~ S~ P~-~ 12-~ S~M Lc<~r~ PVC C~ De~;F~fl 4 ~7 ~ ~Ft G~ Lo~ D~lling ~t Pile Rm~s: Pump ~unter ~S~: 0 Pum~ Counter ~Stop: ~ ~ ~ Pi~ T~ Cl~n~?: Yes Stol Pla~ment Pros?: Vol. ( Z_4._iD,_dJ~= 3.14 FT3/Foot, Pump Calib. Factor = _~,~.FT3/Stroke, Min. Stroke/5 0.~ Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Pt,_. ,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PILE NO. ,~ t~.°o 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 Tk:ket Batch Arrival Load Water Added Grout Semlding/Testing Grout Cube 0ate Truck No. No. Time Time (Yd3) On-Site (Gal) MIX NO.: 900( B 4000pal Time Temp. ~ Time Made Sel Sampled Degrees Sec. N,o. Add I sack of Fluidifier On-Site DWG NO. C~u,~ Summa7 Re*C-:-:-:-:-:-:-:-:~outing Summer7 PILE NO. ;niaal Re- Depth P~p ~ut Pump O~ Pu~ ~ut In~ ~ (Ft.) S~es F~ Pres. (Ft.) S~ F~ ~u~ Oia. {~n.) 24 ~2-~ Oe~ (Ft.) ~ a7~2 A~. ~ P~. (~} 42~7 G~ R~ <Ft~ I ~ 37~2 ~ .. Total S~ In,al: ~ 32-27 ~ ~F~ ~ ,~ 17-12 T~ S~ ~ 12-7 D~p~n 7-2 ~ D~pUm 4 ~ ~m~ ~Ft Centml~m G~ ~ D~lling Adj~nt Pile Reread: Pump Coun~r ~S~: 0 Pile Top C~n~?: Yes Stol Plaint Problem?: Vol. ( 24 in. dia.}= 3.14 FT3/Foot, Pump Calib. Factor = 0,9'Z FT3/Stroke, Min. Stroke/5 FT interval Fugro South, Inc. 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: ~-~.3o -~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: $~,',,7~// ~P G~ut Tic,et Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Trt.~k No. No. ~ Time (Yc~) On-Site (~al) MIX NO.: 900{~ 4000~si Time T~np. Flowcone Time Made Set Sampled Oe~mes Sec. No. * Add 1 sack of Fluidifier On-Site DWG NO. c,.~un~ Sumn~./ R.-C.~=u. ng Summae PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes Factor Pres. (Ft.1 Strokes Factor G~und Elev. (FL) ,~L~ ~ i.itial ~) N/A initial N/A Pile Tip Elev'.(FL) 3 ~"~ e2..57 Grouting Start: ~ ~..: [.f 52-47 Firdsh: I [:35 47-42 Avg. Pump Pmk. (p~} 42-37 Grout Return (FtI ~,~ 37-32 TOtM Stmke~ Initial: 3'~) 32-27 ~ During Withdrawal: :~J'~r~) 27-22 T~ C. ro,, vol (~,') 50 G .lq" 2247 Ten,on Steel Placed 12-7 Description 7-2 Central~m 2-Ground J ~ / Cage Descriplion 4 #7 bars~ 30Ft Centralizers Grout Loss Orilling Adjacent PUe Remarks: Pump Counter I~Start: 0 Pile Top Cleaned?: Yes Stoat Placemenl Problems?: Vol. ( Z..4._j[L_I;IjQ~= 3.14 FT3/Foot, Pump Calib. Factor = .~._FT3/Stroke, Min. Stroke/5 FT interval = 20' Fugro 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. ~ 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: ~,. 2~. ~% CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: c~ .~ / ~..L- Grout Ticket Batch Arrival Load Water Added Grout San~ltngrresting Grout Cube Data Track No, No. Time Time (Yd~) On-Site (Gal) MIX NO.: 900{ B 4OOOpsi Time Temp. Flowa3ne Time Made Set Sampled I::)e~-ees Sec. No. * Add I sack of Fluidifier On-Site DWG NO. erou,w Summe~ Re-Groutin9 Summary PILE NO. ~n~a, Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes Factor Pres. (Ft.) Strokes Factor Ground Elev. (Ft.) _~.~3 J~ ~ initial .~.5 N/A initial N/A Nignmeat Yes 85-82 Aul~r Dia. (In.) 24 82-77 ,~ Augering Start: I ~: ~ ~ 77.72 Oepth (Ft.) 85 67-62 ,~. ~,.-- Pile Ti~ Elev.(Ft.) ~) ~-~ 62-$7 .-~ Theor. Grout Vol. (Ft3) 268.9 57-52 Grouting Start: 1 ~: ~ 52-47 Finish: ~ ~_~: O'~> 47-42 Avg. Pump Pres. (psi) 42-37 Grout Return (Ft1 i ? 37-32 During Withdrewal: ~L. 27-22 To~ ~ vol (F¢) '5<Lo -'~' 2=-~7 ~_ O Tension Steel Placed 12.7 oe=~p~o, 7.2 . Centralizers 2-Ground T .,, Ca~le Steel Placed 13 Cable Description 4 #7 bers~ 30Ft Centralizers Grout Loss Ddlling Adiacent Pile Remarks: Pump Counter ~Start: 0 Pump Cou.ter ~Stop: $ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( 2,_4~= 3.14 FT3/Foot, Pump Calib. Factor = j~FT3/Stroke, Min. Stroke/5 FT interval Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Ph~,,~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: 5. Grout Ticket Batch Arrival Load Water Added Grout Sampling/Testing C~out Cube Data Truck No. No. Time Time (Yd3) On-Site (G~) MIX NO.: 9000B Time Temp. Flowcone Time Made Set Sampled De.ess Sec. No. )f Fluidifier On-Site DWG NO. G~ung Summar~ ~c. ro~tin~ Sum~7 PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout In~.t:-;:~:': _nn ~ (Ft.) Strokes Factor Pros. {Ft.) Strokes Factor Ground mlev. {Ft.) -~-'~ }~ iaiUal ~ O NIA initial N/A .a,__~,~er Dia. (In.) 24 82-77 ~u~ s~. 13: )~. 77-72 Depth (Ft) 85 67-62 . ,,t?..'~ Pile Tip Elev.{FL1 ~0 ~' S2-.',7 ~. Grout VoL {Ffl) 2~e.9 57-52 ,~ 0 GrouUng Start )3" ~'8 5247 Avg. Pump Pres. (psi} 42-37 ~-~ Grout Return {Ft) i.~" 37-32 Total Strokes ,nitiat: '~ 0 32-27 Totei Grout VOL {Fl') 3 ~.~-C ~'¥ 22-17 Ovor~ll C~:~t =~7~r ) ' "~'~ 17-12 '"~t Ti,-,ik~n Steel P".~.-~ 12.7 D,r:.i,~.¥,~,~,-i 7-2 C.~,b _-~ers 2-Ground Sonic L_%,'~'ng PVC ,/ Grout Loss Ddlling Ad, eclat Pile Remarks: Pump Counte~ ~Start: 0 Pump Counter ~Stop: ~ 0 ~, Pile To~ Ctaafled?: Yes Steel Placement Problems?: Vol. ( ~= 3.14 FT~/Foot, Pump Calib. Factor = _.0,~=_FT~iStroke, Min. Stroke/5 ~' Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Ph~,, ~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: ~*2.~- CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: 5~,-,~ / Grout Ticket Batch Ardval Load Water Added Grout Sampling/Testing Grou~ Cube Data Truck No. No. Tk~e Time (Yd3) On-Site (Gal) MIX NO.: 9000B , 4000psi Time Temp. Flowcone Time Made Se{ Sampled Degrees Sec. No. * Add I sack of Fluidifier On-Site DWG NO. Groufln~l Summan/ Re-Omutin~i Summary PILE NO. Inmm Re- Depth Pump Grout Pump Depth Pump Grout I~tY~_~L~_fion Grout IFt.) Strokes Factor Pres. (R.;) Strokes Factor Ground Elev. <Ft) ~ ~ L~ initial 30 N/A initial NIA Alignment yes 85-82 I Auger Dia. (In.) 24 a2-77 Depm (~t.) ~ o?-~2 2.3 pile Tip Elev.(Ft) 8'~- 82-57 Theor. Grout Vol, (FO) 2~.s 57-52 Avg. Pump Pres. (psi) 42-37 Grout Retum {Ft) I S :)7-32 Total Grout Vo,. (Ft~) 31o ~t :-~ Sonic L.=-:.-3':c,g PVC Cege Des~¥A.,,, 4 #? bam~ 30Ft Centralizers Grout Loss Ddlling Adiacent Pile Remarks: Pump Counter ~Start: 0 Pump Counter ~Stop: '~ O g Pile Top Cleaned?: Yes Steel Placement Problems?: 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor ='o,~.~,~FT31Str°ke' Min. Stroke/5 FT interval Vol. ( Fugro South, Ino. 2880 Virgo Lane Dallas, Texas 75229 Pt,_. ~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. I'~. ~ S 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: ~. ~. ~. ~_.o, CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: i Grout Tk:ket Batch Arrival Load Weta~ Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd3) On-Site (Gal) MIX NO.: 9000B 4000pM Time Temp. Flowcone Time Made Set Sampled De~rees Sec. No. * Add 1 sack of Fluidifier On-Site DWG NO. c~'o~n; Summery R.-Grou~n; Sum~,y PILE NO. Ini~al R~ De~ P~ Grout Pu~ Dep~ Pump G~ut A~ Dia. <In.) 24 82-77 D~ <FL} 85 67~2 A~. P~p P~. (~) 42~7 ~ R~ <Ft) ~ 37-32 ~l~em Adje~t Pile Pu~ ~nter ~SM~: 0 Pump ~.ter ~s~p: ~ ~ Z Pi~ Top ClearlY?: Yes Stol Plant P~lems?: in. dia.3= 3.14 FT3/Foot, Pump Calib. Factor = 0~9'2 FT3/Stroke, Min. Strokel5 FT interval Vol. ( 24 Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Pl...,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. ~ !15, , 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: ~*~:~. 9~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: S,~n,;I / H,~: Grout Ticket Batch Anival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: Time Temp. Flowcone Time Made Set Sampled Depress Sec. No. Add I sack of Fluidifier On-Site DWG NO. PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.I Strokes Factor Pros, {Ft.) Strokes Factor Oround Elev, (Ft.) ,~3 ~'"~' initial ..~ N/A initial NIA Ali~lnment Yes 85-82 I~- Auger Die. {In.} 24 82-77 30 ~ {Ft.,) 85 er.62 Pile Tip Elev.(Ft.~ 8 %.~ ,2.57 '.'~.~ Grouting Start: } ~'~: ..~ '~ 52-47 ~. ..,..: iS': Av~I. Pump Pres. (p~i) ;~o0 42-37 Grout Re~um (Ft) .~ 37-32 Total Strokes Initial: ~ 32-27 During Withdrawal: ~t'~ } 27-22 Total Grout Vol. (Ft~ ZJ~:~c)-..0% 22-17 Overall Grout Factor t. {~ 17-12 Tension Steel Placed 12-7 Desc~pt~ 7-2 Centralizers , 2-Ground Sonic Logging PVC / Ce~ st.i Pi~,~ it; ;o~ Ca~e Desc~ptJon 4 #7 bars~ 30Ft Centralizers Grout Loss Drilling Adiacent Pile Remarks: Pump Counter ~Start: 0 Pump Co~,,~ =Stop: 5' ~ ~ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( 24 in. dia.}: ;~,14 FTa/Foot, Pump Calib. Factor = ¢._.~FT3/Stroke,. Min. Stroke/5 FT interval Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phune: (972) 484-8301 Fax: (972) 620-7328 iim-i~o 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: 5,~.~ / t~=k ~ Ticket Batc~ Arrival Load Water Added Grout Sampling/Testing ~ Cube Date Truck No. No. Time Time (Yd~) On. Site (Gal) MIX NO.: ~)000S, 4000~ Time Temp. Flowcone Time Made Set Sampled Degrees Sec. No. * ;ifier On-Site DWG NO. o~ouuw Su.~/ ~ Sum~ PILE NO. In~l R~ ~pffi Pump ~ Pu~ D~m Pump ! G~t I~ta!!e~n ~ (FL) S~kes Fair Pm/. (FL) S~kes Fa~ A~. P~ P~. {~i) 42~7 T~ S~k~ I~1: ~ ~ ~-27 ~ ~ Ou~g ~%~: ~ ~ 27-~ ~ ~ T~ ~ v~. <~ 5 I~-~ =-~7 ~1 ~ F~ I, ~ 17-12 ~ ) T~ s~ ~:~ ,2.7 ¢ ~ ~;~ 7-2 ,~0 G~ L~s DHIling ~jar~t Pile R~s: Pump Count~ ~S~ff: 0 Pump ~nter ~S~p: ~ 0 Pile Top Cl~n~?: Yes St~ P~nt P~lems?: Vol. ( :?._4_JD~dj~= 3.14 FT3/Foot, Pump Calib. Factor = 0.9~ FT31Stroke, Min. Stroke/5 FT interval Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phu,,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: ~n. / Grout Ticket Batch A~rival Load Water Added Grout Sampling/Te~ting Grout Cube Data Truck No. No. Time Time (Ycl~) On-~ita (Gal) MIX NO.: ~ B 4ooopsi Time Temp. Flowcone Time Made Set Sampled Degrees Sec. No. * Add 1 sack of Fluidifier On-Site DWG NO. c,~tin; Su..~.~ ~.-~,ou..~ Su.~ PILE NO. ~n.~ Re- Depth Pump ~ Pu~ D~ Pump G~t In~ G~ {Fi) ~ '~ F~ P~. (Fi) S~kes Fair R~sh: ~ :0~ 4742 A~ Pump p~. (~) 42~7 ~ , Ct; !0 37 2 T~ S~ Ini~al:~ ~-27 Dud~ ~: ~ 27-~ ~1 ~ F~ , , 17-12 T~ S~ ~ 12-7 c~ 2~u~ ~ / C~ De~n 4 ~7 ~ ~Ft C~li~ Grout Loss Ddlling Ad~a~t Re~s: Pump Count~ ~S~: 0 Pile Top Cl~n~?: Yes St~ Pla~nt Pm~ems?: Vol. ( 24 in. dia.}= 3.14 FT3/Foot, Pump Calib. Factor = ~FT31Stroke, Min. Stroke/5 FT interval = 2~