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SC-CFBISD Riverchase-LR 990824 (2)l~ugro ~outh, In=. 2880 Virgo Lane Dallas, Texas 75229 Ph~,,,e: (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: Dalmac/Berkel & Co. Contractors Weather: %~ ~ T'.=k~ I~tc~ ArrivM Lo~d Water Added C~out $~in~ ~ Cu~ O~ T~ ~. ~. ~ ~ ~d=) ~ (~) MIX NO.: ~B ~ T~ T~p. ~ ~ ~de Set Add 1 sack of Fluidifier On-Site DWG NO. c,.outiog Summary Re. Grouting Summa~, PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (FL} Strokes Factor Pros. (FL} Strokes Factor ~ Elev. (Ft.) ~ 5 ~ initial -,~ N/A in,al N/A A~,~ent Yes ~.,-82 I Au;e, Oi,. (,,.) 24 S2-77 ~le ~, eev.<FL) ic ~ e2~ 2-4- Finish: ~'~ 5~ 47-42 Avg. Pump Pres. (psi} 42-37 Grout Return (Ft} / ~ 37-32 Total Strokes Initial: :~ ~ 32-27 Overati Grout Factor J- ~S 17-12 Tension Steel Placed 12-7 Oesc~ption 7-2 Centralizers 2-Ground ~' / Cage Oesc~olion 4 #7 bars~ 30Ft Centralizers Grout Loss Drilling Adiacent Pile Remarks: Pump Counter ~Start: pu~ cou... ~s~: //./£ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( ?,_4_jj:b_d[~= 3.14 FT3/Foot, Pump Calib. Factor = 0cc~2 FT3/Stroke, Min. Stroke/5 FT interval Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phone: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PROJECT: Riverchase Elementary School Project No.: 079t-211N OWNER: Carrollton-Farmers Branch I,S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~. 2 q. e~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: <~-.~ ,~ ~,~/ j H~ ~ Grout Tibet Batch An'ival Load Water Added ~ Sampflng/Tesfing Grout Cube Data Truck No. No. Time 'rime (Yd~) On-Sita (Gal) MIX NO.: 90008 4000pai, * I k of Fluidifler On-Site DWG NO. ~ Summa~ Re. Groutiw Summary PILE NO. t~t~ Re- Depth Pump Grout Pump Depth Pump Grout mst~;~_-__ _,~. C~out (Ft) St,~ Fa~x Pres. (Ft.} StroPs Factor AJ~-,~-,~; Yes 85-82 ~.~" .~L.,,~,~_ Dia. (In.) 24 82-77 Augedng Start:. 8'O~ 77-72 ~'~ (FL) ~5 67-62 ,~. ~ng Start: ~7 I~" 52-47 Avg. Pump Pr~. {psi) 42'37 Grout Retum (Ft~ '7 37'32 TOtal $tn3ke~ Initial: 3 0 32-27 3 C.,o 32- 7 Overall Grout F~c-- J. ~3~::~ 17-12 =~.~.~ 7-2 Sonic Logging PVC J'~ '~' ¢~,,;e Steel ,P;_-_--_ ~ ~: '~ ~ Oer~;l~-, 4 #7 bem¢~ 3OFt Grout Loss Drilling ^dj__.~_~_~n_ t Pile RemanV, s: Pump Counter ~Start: 0 Pump Counter =Stop: '~ 5 0 Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( 24 in. dia.3= 3.14 FTalFoot, Pump Calib. Factor = 0~9~ ~31Stroke, Min. Stroke/5 FT interval Fugro ,~outh, Inc. 2880 Virgo Lane Dallas, Texas 75229 Ph,..,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILENO. J~ 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: ~- ~ ~1 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~,~....~ C~out Tick, et Batch An~val Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd3) On-Site (Gal) MIX NO.: 900( a 4000psi Time Temp. Flowcone Time Made Set * Add I sack of Fluidifier On-Site DWG NO. Grouuw Summer7 Re-Groutin~l Summer7 PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Insteilation Grout (Ft.) Strokes Factor ems. (Et.) Strokes , Factor Ground Elev. (Ft.) C.~ 5 '~''~ initial ~ ~'~ N/A initial N/A A~t AW~ Db. (in.~ ^agOg S~ PileTIp Elev.{[Ft.) lO c,_, 82-5'7 ~. C~'out Vol. (Fe) 266.9 57.52 Avg. Pump Pres. <p~i) 42-37 Grout Return <Ft} Description 7-2 Centralizer~ 2-Ground I 3 Ga~e oem~p~on 4 #7 be~ 30Ft Centralizers Grout Loss Ddlling Adiacent Pile Remands: Pump Counter {~Start: 0 Pump Counter I~Stop: 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 Fugro $outrt, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phune: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO....~ ~5 PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~ -2 ~ -~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~,~ C~out T~,et Batch An~val Load Water Added Grout Sarr~ing/Testtng Grout Cube Data Track No. No. Time Time (Yd~) On.~ite (Gal) MiX NO.: ~K S 4000p~i Time Temp. Flowcone Time Made Set Sampled Degree~ Sec, No. * Add I ~__cJ( of Fluidifier On-Site DWG NO. c, mu, r~ Summe~ Re-Gnx.,~ Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout In~all=tion Grout ~[) S~ F~or P~, {Ft) S~ Fa~ ~ y. ~: / 0 A~ Dia, (In.) 24 82-~ , ~ ~ ~t R~m (Ft) /O 37~2 T~I ~ Ini~al:~ ~-27 -23 T~ S~ P~ ~2-t & J c~ s~ ~ ~: o~ ~ Lo~ Odlling Pump ~n~ ~ 0 Pi~ T~ C~?: Yes 8~ Pla~t Vol. ( ~= 3.14 FT3/Foot, Pump Calib. Factor = ~ FT3/Stroke, Min. Stroket5 FT interval ¢ .E,'&, I~ugro ~ou{h, [no. 2880 Virgo Lane Dallas, Texas 75229 Pi,_.,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~ -2 ~r -~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout Ticket Batch Anival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd=) O~-Site (Gal) MIX NO.: 9000 :~ 4000psi , SampJed, De~ Sec. No. * Add I sack of Fluidifler On-Site DWG NO. G$u~n~ Sumrn~ Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft) Strokes Factor Pi'~. {Ft.) Strokes Factor TheOl'. ~t VOL (Fta) 286.9 57-52 Grouting Start: /(~: ] '~ 52.47 Grou~ Return <Ft) / ~ 37-32-~f Total Strokes Initial: ~O 32-27 Oudn~l Withdrawal: ~)5~. 27-22 Tension Staet Placed 12-7 D,,=~p~ 7-2 Centmlizers 2-Ground (~ ~'~ Grout Loss Drilling Adjacent Pile Pump Counter ~Start: 0 Pile To9 Cleaned?: Yes Steel Placement Problems?: Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = ..~FT3/Stroke, Min. Stroke/5 FT interval = 26' I~uflro Sou{h, lnG. 2880 Virgo Lane Dallas, Texas 75229 Pi,..ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. b 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: ~'-~J!-~5 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: .S~n.,~ / ~.~. Grout Tk:ket Batch Arrival L._n,,d Water Added ~ Sampltngfreeting Grout Cube Data Truck No. No. Time Time (Yd3) On-Site (Gal) MIX NO,: 9000B 4000~ Time Temp. Flowcone Time Made Set s,m~ o.gme, sec No. Add 1 sack of Fluidifier On-Site DWG NO. Grouaw Summ~ Re-Gmuaw Summa~/ PILE NO. ~ R~ ~ Pump ~ut Pu~ Dep~ Pump Grout In~fl~ ~ {Ft~ S~k~ F~ ~. {FL~ S~kes FaVor Pump ~un~ ~S~: 0 Pump ~untar ~S=p: ~ ~ ~ Pile Top Cl~n~?: Y~ St~ Pl~t P~ms?: Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0~2' FT3/Stroke, Min. Stroke/5 FT interval = 2~ ~( Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phvne: (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: ~ ~ ,~ ~ / r~ ~ (: Grout Ticke~ Batch A~ival Load Water Added Grout Sampling/Testing Grout Cube Data Truck Ne. No. Time Time (Y~) On-Site (Gal) MIX NO.: 900( B 4000psi Time Temp, Flewo3ne Time Made Set Sampled , Del~'ees Sec. No. *Add 1 ,ckofFluidiflerOn-Site '~ /[~o ~ c~'~ Z t I 'Z:5~; -~ :Po DWG NO. Grouting Summary Re-Grouting Summary PILE NO. In~ Re- 0epth Pump Grout Pump Depth Pump Grout I~ _~_-,~_~-~ Grout (Ft.) Strokes Fact~ Pres. (Ft.) Strokes Factor Ground Elev. (Ft.) ~ ~ ~ initial ~ 0 ~_, N/A initial N/A /-5 s7-s2 ,~o Thor. Grout VoL (Ft') 2~.g Avg. Pump Pr~-~. (1:~) 42'37 ~_~- C-:-:-:-:-:-:-:-:-:~t Retum {Ft) ~., O 37-32 To~al Strokes Initial: '~O 32.27 ~.%- During Withdrawal: .~ } 27-22 C)v~-a~: Grout F~.~-.- ~.~ 17-12 _-~'% ~ Sonic Lc-.;-~FG PVC C_-_-_-_-_-_-_-_-_-~,e O~-¥,~,~ 4 #7 bars~ 30Ft Grout Loss Drilling A~d._~i_~:~{ Pile Remarks: Pump countar emop: ~ Pile Top Cleaned?: Yes :'~,. Steel Placement Problems?: Vol. ( ZAjD,_dJa~= 3.14 FT3/Foot, Pump Calib. Factor = J;N-92' FT3/Stroke, Min. Stroke/5 FT interval = 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. -.~ , PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carrollton-Farmers Branch I.~.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~-2.~ .~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~.~,, ny / ~1o F_ Grout T'mke~ Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 900~ lB 4000psi Time Temp. Flowcone Time Made Set * Add 1 k of Fluidifier On-Site DWG NO. PILE NO. Initial Re- Depffi Pump Grout Pump Dep~ Pump G~t At~ D~, (In.) 24 82-~ ~-. Gm~ V~. T~ ~ I~1:~-~ 32-~ Tm ~ ~-~ 12-7 ~1~:<~, 7-2 p~p ~ ~Sm~ o ~ T~ Cle~?: Y~ S~ ~nt Problems?: Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = D~¥Z FT3/Stroke, Min. Stroke/5 FT interval ~20' _ I~ugro ~outh, 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: Carroilton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: cS CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: .C~,,~, / Grout Ticket Batch Anival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yda) On-Site (Gal) MIX NO.: 9000 3 4000psi Sampled De~ Sec. NO. * Add I sack of Fluidifier On-Site DWG NO. Grou~n~ Summa~/ Re-Groutin; Summa~/ PI'LE NO. Inilial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes Factor Pmk. (Ft.) Strokes Factor Alignment Yes 8,5-82 Theor. Grout Vol. (Ft~ 2~6.9 57-52 GrOut Return (FTC) /~ 37'32 ,~,~ Total Grout VoL (Ft~) 3 ~.- g. ~,L~ 22.17 ca~ Oe~c~pt~n 4 #7 bar~ ~t ~ O~lli~ ~t Pite Pi~ T~ ~n~?: Yes St~ ~a~nt P~e~?: vol. ( 3.14 FT3/Foot, Pump Calib. Factor = .~FT3/Stroke, Min. Stroke/5 FT interval 2880 Virgo Lane Dallas, Texas 75229 Pt,,,, le: (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: Dalmac/Berkel & Co. Contractors Weather: c_,~,,~ / Grout Ticket Batch NTival Load Water Added C.~out Sm'npling/'resttng Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 90(X B 4000~i T*rne Temp. Flowcone Time Made Set Seml~d , Oegme~ Se~ No. Add 1 sack of Fluidifler On-Site DWG NO. PILE NO. ~m ~ ~p~ Pump G~ Pump ~p~ Pu~ Grout ~. ~t v~. Av~ ~p ~. (~) 42~7 T~ S~ ~K 12.7 ~s~ )~: ~ O~n 4 G~ L~s Drilling ~ja~nt Pile Pile T~ Clean~?: Y~ S~ ~t vol. ( ~: 3.14 FT3/Foot, Pump Calib. Factor = J3-SYZ I=T=lStroke, Min. Stroket5 FT interval = 20 J~ugra ~Joui~h, lac. 2880 Virgo Lane Dallas, Texas 75229 Pt,_.,e: (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: ~ .. x° ~. Sci CONTRACTOR: DalmacJBerkel & Co. Contractors Weather: ~'~ '~Y / 't-~ ~ Ticket Batch Arrival Load Water Added C,~'out Sampling/Testing ~ Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 90iX B 4OOOpeJ Time Temp. Flowcone Time Made Set DWG NO. Grouting Surnm~ Re-Groutin~ Summar~ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout InMallaflon Grout (FL) Strokes Factor Pres. (Ft.) Strokes Factor C~3und Bev. (Ft.) 3 5 ~f"...-~ initial ~O N/A inilial NtA AI'~, ~ 'Yes 85-82 .A,m,' m~. (In.) 24 3=-~ ~ stap ) 5:58 77.7~ Finish: I ~ i J J 72-6'7 Pae Tip Elev.(R.) )b ~ e2-57 Th~. ~ Vol. (Ft') 2Se.~ ~7-~2 Grouting Staff: I ~' ) ~' 52-47 ,~. ~', /- Av[I. Pump Pres. (psi) 42-37 ,~ (,' Grout Return <Ft~ , i 0 / 37-32 Total Sbokes Initial: 32-27 During Withdrawal: ~ 27-22 To~C, mutV=.(~t') 1.9..I 22.~7 ~.I ~, + yJ Son~: Logging PVC Cage Desc~:~ 4 #7 beml~ 3OFt ce,~,~, Grout Loss Drilling Pump Counter ~Start 0 Pump Counter ~Stop: _~/-,j ~'. '- ' Pile Top Cleaned?: Yes z, Staet Placement \x.)~ · vol. ( 3.14 FT3/Foot, Pump Calib. Factor = O~J2 FT3/Stroke, Min. Stroke/5 FT terval =