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SC-CFBISD Riverchase-LR 990901
Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Pl,_,le: (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: .A -}. CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: %" ""_3 '/ Grout T'~-..ket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MiX NO.: 9000~ 40oopsi Time Temp. Flowcone Time Made Set Semi,ed De, rase Sec. No. * Add I sack of Fluidifier On-Site DWG NO. G~,,ng Summery Re-Groutin{;[i Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (FL) Strokes Factor Pres. (FL) Strokes Factor, C-m3und Elev. (Ft.) ~ 5 ~'-''~ initial ,~ 5 N/A !ri!tit, N/A AU~'I' Dia. (I..1 24 l~-57 Augering Start: "~: ,,~(~ 57-52 Finish: "7': ,.~ 9 52-47 Depth (FL) 65 47-42 ~ Tip Elev.,(F!.} .3 O '~'~ 42-37 Theor. Grout Vol. {Ft~) 204.1 37-32 ,.~.. Finish: '~ .' .~' J 27-22 Avg. Pump Pres. (psi) 22-17 Tole: Strokes Initial: "~5 12.7 Durin~ Withdrawal: 3) ~ 7-2 ,.~ Total Grout V o: l { ~. ) ~ ~ ~. [ 2-G ~u.d Overt, Grout Factor [ ·/4-2.. / Tension Steel Placed Description Centralizers ,~onic Lo~in~l PVC cage st.: P,~c~ ~: I'"( Cable Description 4 #7 bars(~ 30Ft Centralizers C.~'out Loss Ddlling Adiacent Pile Remarks: Pump Counter @Start: 0 Pum Coumr S op: 3-%' Pile Top Cleaned?: Yes Steel Placement Problems'7: Vol. (24 in. di~.)= 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 P, ..,ne: (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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout T~cket Batch A.,rival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. NO. Time Time (Y~) On-Sita (Gal) MIX NO.: 9~0¢ B , 4000psi Time TemD. Flowcone Time Made Set Satori Oe~ree~, Sec. N0. , * Add I sack of Fluidifier On-Site DWG NO. c, rou.n~ Summar~ Re-~routing Sumrna~ PILE NO. Initial Re- Depth Pump Gn3ut Pump Depth Pump Grout Installation Grout (Ft.) Stmke~ Factor Pres. (Ft.) Strokes O~ound Elev. (Ft.) ~ J.- -~''~ in~a~ ,~ 5 N/A in,al N/A Auger Dia. (In.) 24 S2-57 ~ O Augering Start: '1:5 ~ 57-52 Depth (Ft.) 8~' ~..~] 47-42 Theor Grout Vol. (Ft3} 204:~' (, Ia, '~.) 37-32 30 Grout Return (Ft) ~,~ 17-12 Tension Steel Placed Deccdption Centralizers Sonic LO~lin~l PVC St.I P,ace 8' 5;$ Ca~e Descdption 4 #7 bars~ ~0Ft Centralizers C~out Loss Drilling Adjacent Pile Pump Counter @Start: 0 Pump Counter ~Stop: ~ ~ e Pile Top Cleaned?: Yes Steel Pla~ment Problems?: Vol. (24 in. dia.)= 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 Ps..le: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PILE NO. J~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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: $ GrOut Ticket Batch Arrival Load Water Added C-,-,-,-,-,-,-,-,-,~t Sampling/Testing Grout Cube 0eta Track No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 900( ~ , 4000psi Time Temp. Flowcone Time Made Set * Add 1 sack of Fluidifier On-Site DWG NO. c,~t~ sam~./ R~rou..g Sum.~q~ PILE NO. Ini~ R~ D~ P~p ~ Pump Dep~ Pump ~t ~ Dia. (In.) 24 62~7 Z ~ O~ ~Ft.) 65 47~2 ~0 ~ ~p Elev.(Ft.) ~0 ~L 42~7 ~0 ~. Grout Vol. (Fff) ~.1 37~2 ~ 0 Rnish: ~ · ~ , , 27-~ /~ A~. Pump P~. (p~) ~-17 ~ ~ Ream <Ft) k ~ 17-12 ~ T~ St~ PI~ ~ptiop ~ L~i~ ~C ~ Description 4 ~7 ~ ~Ft Cen~l~ers Grout Loss Ddlling ~ja~nt Pile Remarks Pump Counter ~S~: 0 Pum~ Counter ~Stop: ~ 0 ~ Pile Top Clean~?: Yes St~ Placement Pmb~ms?: Vol. ( i~. i = 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 I~ugro 9outh, 2880 Virgo Lane Dallas, Texas 75229 F...~ne: (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: ~ .~ -~ CONTRACTOR: Dalrnac/Berkel & Co. Contractors Weather: 5 ~ ~,,~ / J4 Grout T'a=ket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 900~ ,B 4(x)opsi Time Temp. Flowcone Time Made Set Sampled De~lrees Sec. No. * Add I sack of Fluidifier On-Site DWG NO. ~t~ Summar~ Re-Groutin~ Summary PILE NO, Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Sb'okes Factor Pres. (FL) Strokes Factor Alignment Yes Auger Dia. 0n.I 24 ^u~.g s~.: i o' 3i 55'.~:~2 Finish: )~; I..~ 52-47 Depth {Ft.) .~' .~ 47-42 Pile Tip Elev.(Ft.) 3 9. ~ 42-37 ~,, O Dufin~ Wi~l: ~ ~ 7-2 T~sion Steel Pla~ De~dption C~t~lizers Son,c Logging PVC ~ Steel Pla~ J ~: ~ ~e Description 4 ~7 ba~ ~ntralizers Grout Loss Drilling ~ja~nt Pile Pump Counter ~Stop:PUmp Counter ~Sta~: ~0 Pile Top Clean~?: Yes Stol Pla~ment Problems?: Vol. (24 in. dia.)= 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) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: OWNER: ENGINEER: CONTRACTOR: Riverchase Elementary School Carrollton-Farmers Branch I.S.D. SHW Group, Inc. Dalrnac/Berkel & Co. Contractors Project No.: 0791-2184 Observed By: N. Mikhail Date Installed: Weather: Grout Ticket Batch Anival Load Wate~ Added Grout Sampling/Testing Grout Cube Data Tn.K:A No. No. Time Time (Yd3) On-Site (Gal) MIX NO.: 9000B 4000psi Time Temp. Flowcone Tim Made Set Sampled Donees Sec. No. ~,* * Add 1 sack of Fluidifier On-Site DWG NO. Grouting Summa~ Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (FL) Strokes Facto~ Pres. (Ft.t Strokes Factor Ground Elev. {Ft.} ,~5 ~-' initial 30 N/A initial N/A ~ nment Yes Au~ler Dia. (In.) 24 62-57 Pile Tip Elev.(Ft.) 3c) ~ 42-37 ~....~ Their. Grou~ v(~. (F¢) 204.1 3?-32 ,~.~ Avg, PumD Pres. (psi) 22-17 Total Strokes Initial: ,~ O 12-7 During Withdrawal: "~g5 7-2 30 Tension Steel Placed Description Centralizers Sonic Logging PyC C_~e Stee, Placed ] ~ ;. ~ ~ Cable Description 4 #7 bars~ 30Ft Centralizers Grout Loss Ddlling Adiecent Pile Remarks: Pump Counter @Start: 0 Pu p Coun,e. @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 = 20 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. 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: ej.~.o~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout T'mket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gat) MIX NO.: 9000B 4000psi Time Temp. Flowcone Time Made Set Sampled De~lroes Sec. No. * Add 1 sack of Fluidifier On-Site DWG NO. G=un~ Summery Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes Factor Pres. {Ft.) Strokes Factor Grouted Elev. {Ft.) 95 ~.~ initial ~"5 N/* initial N/A Auger Dia. (In.) 24 62-57 Augedng Start: S: ~'" 57-52 Finish: ~' 51 52-47 ~ IFf.) ,, 47-42 ~ 5 Pile Tip Elev.(Ft.) ..~O ~ 42-37 Theor. Grout vo~. (F¢) 204.~ 37-32 ~.ish: .9:06 2?-- Avg. Pump Pres. (psi) =-17 Grout Return (Fi) ,t"~ 17_12 Total Strokes Initial: 1~" 12-7 ~.re., Gro,t Fa,o, I . '~ ~ / T~s~ Steel O~ption Oen~lizers ~e Oescd~t~n 4 ~7 ba~ ~Ft ~lizers Grout Loss Ddlling Adja~nt PHe Rema~s: Pump Counter ~Sta~: 0 .amp ~ou~e~ ~o~ 3 ~ ~ Pile Top Cleaned?: Yes Stol Placement Pmblems~ Vol. (:~4 in. diaA= 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) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. C- ~ 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: c5. [ - ~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: co~,,.~...~ / ~=~ ~t T'mket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd:) On-Site (Gal) MIX NO.: 90008 4000psi Time Temp. Flowcone Time Made Set Sampled De~'ees Sec. No. Add 1 sack of Fluidifier On-Site DWG N'O. 6~.g Summery Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout , IFt.) , Strokes Factor Pres. IFt. I Strokes Factor Ground Elev. (Ft.) ~,~, ',[c~__ initial ~. ~;,~ N/A initial , N/A, AJi~lnment Yes 65-62 ~,u~r Dia. (tn.) 2,~ 62-57 Finish: j Z' .~.' 5247 Pile Tip Elev.(Ft.) ~O 1~.. 42-37 Theor. GroutVol. (Ft~) 204.1 37-32 ~ ~" Grouting Start: I Z: ~t'~. 32.27 Finish: j ,~: ~,~ 27-22 '~ 5 Aw. Pump Pres. (psi) 22-17 "~ C-,-,-,-,-,-,-,-,-~, R e, u m ( F t ) t~) 17-12 Du.w 5£§ 7-2 Tm, ~ro,,t vol. eel 30t ' 1' g 2-~roun* ~ / rout.a o. ), Tension Steel Placed DeSCription Centralizers Sonic Loc,:jc.:jinc~ PVC C,;e Stee~ P~ac~ I v~: oi Cable Descril3tion 4 #7 bars{~ 30Ft Centralizers Grout Loss Drilling Adjacent Pile Pump Counter @Start: 0 Pump Counter @Stop: 3g ~ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. (24 in. dia.~= :~,14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 _ Fugro South, Inc. 2880 Virgo Lane P, .le: (972) 484-8301 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 ENGINEER: SHW Group, Inc. Date Installed: ~-i -S9 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: 5,, n,,/~ / Grout Ticket Batch Arrival Load Water Added Grout Sampling/Tearing Gcout Cube Data Track No. No. Time Time (Yd=) On-Sita (Gal) MIX NO.: 9000B 4000psi T~me Temp. Flowcone Time Ma~le Set Sampled De~lrees Sec. No. Add1 sackofFluidifierOn-Site ~. J ~o 3~.uq- [(: ~5( :l~ -~ to DWG NO. Gro~.tinti/Sumrnar~ Re-Grouting Sum,v,a~ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) St~kes F~-~r,- Pres. (Ft.I Strokes Factor AIIgrtment Yes 65-62 i 5 Auger Dia. (In.) 24 62-57 Finish: j -~: ~rl 52.47 Theor. Grout Vol. (Ft~) 204.1 37-32 Grouting Start: ) ~' O I~ 32-27 Avg. Pump Pres. Ipai) 22.17 30 Grout Return eft) 10 ~ 17-12 ~ ~(S ~).~.4~ ,~.~i ) Total Grout Vol. (Ft~) 3 } 5. ~j I~ 2-Ground J O ,./ Overall Grout Factor I. 5 5 .// ,,~L~ Tension Steel Placed Description ,,, Ce~trahzers Sonic Loggin~ PVC Cage Steel Placed Cage Description 4 #7 bars~ 30Ft Centralizers Grout Loss Ddlling Adia ,cent Pile Pump Coun e S,op: Pile Top Cleaned?: Yes SteelPlacement L~' ~"~.-J('L li~ , Problems?: Vol. (24 in. die.)= 3,14 FT3/Foot, Pump Calib. Factor =.~FTa/Stroke, Min. Stroke/5 FTinterval = 20 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. 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: ~- { · CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~,~ ,,~ / Grout T'mket Batch Arrival Load Water Added Grout Sampfing/Testing Grout Cube Data Truct( No. No. Time Time (Yd3) On-Site (Gal) MIX NO.: 900i ~ 4000~i ,Sampled Degrees Sec. No. * Add I sack of Fluidifier On-Site DWG NO. Grou,rw Summary re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes F~"~nr Pres. (Ft.) Strokes Factor Depth (Ft.) 85 44~ Th~. Orou~ va. (Fe) ~.~ ~ ~ Avg. Pump Pres. (pm) 2~.1~ ,,~ ~:) T~n St~ P~ D~ption ~n~ L~gin~ PVC ~ ~lizers Grout Loss Drilling ~ja~nt Pile Pump Counter ~Staa: 0 ' Pump Counter ~Stop: ~ ~ 0 Pile Top Cleaned?: Yes St~ Placement Problems?: Vol. ( 24 in. dia.)= :~,14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = :~0 i=ugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 F, ..,ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PILE NO. A -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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout T'mket Batch Arrival Load Water Added Grout Samplingrresting Grout Cube Data Truc~ No. No. Time 'rime (Yd3) On-Site (Gal) MIX NO.: 900( ~ 40oopsi Time Temp. Flowcone Time Made Set Sampled Degrees Sec. NO. * Add 1 sack of Fluidifier On-Site DWG NO. C~utiw Sum,=,/ Re-Grouting Summaq/ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes Factor Pres. {Ft.) Strokes Factor Ground Elev. (Ft.) ~,O .'~ ~ initial ~, ~)'~ NIA initial N/A Alignment Yes Auger Dia. (In.I 24 62-57 Pile Tip Elev.(FL) ! ! 42-37 ~)~.- Theor. Grout Vol. (Et~) ~ ~ [ ¢, ia. ~,~ 37-32 Grouting Start: I Z'IL,: ~ ~ 32-27 Finish: -- h' ~ '~ 27-22 Avg. Pump Pres. (psi) 22-17 GrOut Return (Ft) "~ 17-12 ~ '~, Total Strokes Initial: 7-- ~> 12-7 Tote, Grout W. 3%5 2.Groun 2.C / Ov~all Grout Factor ( ."~"1. Tension Steel Placed Description Centralizers Sonic Logging PVC Ceoe stes~ Placed )~": 5 Cage Desc~ption 4 #7 ber~ 30Ft Centralizers Grout Loss Drilling Adjacent Pile Pump Counter @Start 0 U 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 FT interval = 20 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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout Ticket Batch An'ival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Y~) On-Site (Gal) MIX NO.: 900( B 4000psi Time Temp. Flowcone Time Mecle Set Sampled Degrees Sec. NO. * Add I sack of Fluidifler On-Site DWG NO. Gmutiw Summar~ Re-Grouting Summery PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes Factor Pres. (FLI Strokes Ground Elev. (FL) initial ~ ~' N/A initial N/A Alignment Yes Auger Dia. (In.) 24 Augedng Start: i J~.' ~O "57-52 Pile Tip Elev.(Ft.) 42-37 Z 8 Theor. GroutVol. (Fi~) 2D4?'.1' ~3~;~ 37-32 Grouting Start: , )~ ' i ) 32-27 3~ Avg. Pump Pres. {psi) 22-17 Total Strokes Initial: ,,~ _3~ 12-7 ,/ Overall Grout Factor j:l 4 ? /7 ~ l Tension Steel Placed Description Centralizers Sonic Logging PVC V CaQe Description 4 #7 bars~ 30Ft Centralizers Grout Loss Drilling Adiacent Pile Remarks: Pump Counter @Start: 0 Pump Counter @Stop: ~ ( ~ Pile Top Cleaned?: Yes Steel Placement Problems? Vol. ( ' .Z_4_J.~__~J.~3~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20