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SC-CFBISD Riverchase-LR 990903FU(~ro South. Inc. 2880 Virgo Lane Dallas, Texas 75229 P ,e: (972) 484-8301 Fax: (972) 620-7328 13 AUGERED CAST4N-PLACE PILE RECORD PILE NO. 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: ~ -.?,-.~L~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout Tk:kel Batch Anivlil Load Water Added C~out Sampling/Testing Grout Cube Data Truck No. No. Time Tlme (Yda) On-Site (Gal) MIX NO.: 900C E! 4000j~i Time Temp. Flowcone Time Made Set Sampled De~lrees Sec. NO. * Add I sack of Fluidifler On-Site DWG NO. Groutin9 Summa~/ Re. Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (FL) Strokes Factor Pres. (FL~ Strokes Factor Augering Start: .e.,[; tq 77-72 J Pile Tip Elev.(Ft.) } .~ ~ 62-57 30 Theor. GroutVol. (Ft3) '~ ~Le Ii .2,. 57-52 Grouting Start: '1; ~'1'9 52-47 Avg, Pump Pros. (psi) 42-37 Grout,Return (Ft;) ~ 37-32 30 Total Strokes Initial: L.~ 32-27 Tension Steel Placed 12.7 Ca~ Description 4 ffl' bars~ 30F! Grout Loss Drilling Adiacent Pile Remarks: Pump Counter @Start: 0 Pump Co,,.te~Stop: Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( 24 in. dia.)= :~,14 FT~/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. A" ~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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Gn:mt TIci~et Batch An~val Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (YEP) On-Site (Gal) MIX NO.: 900~ B 4o00psi Time Temp. Ftowcone Time Made Set Sampled De!~Fees Sec. No. * Add 1 sack of Fluidifier On-Site DWG NO. Groufln~l Sumrna~ Re-Gmutin~l Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout In~tallation Grout (FL) Stroke~ Factor ,Pmk. (Ft.) Strokes Factor ~i~.,~t Y,, 8~2 ,~ I Au~ Dia. (In.) 24 82.77 ,~..,~ De~h <F:L) 85 87-82 Pile Tip Elev.(l=L ) ~ ~,,~.- 82-57 Theor. Grout ¥ol. <Fi3> 286.9 57-52 f~ 5 GrOuting Start: ~ :~ ~ , 52-47 Finish: ,I~ . ,/..~'1~ 47-42 AVg.~ Pump Pres. <psit 42-37 .~_~' Grout Return (Ft) ~ 37-32 .~. Total Strokes Initial: ~.. 5 32-27 So~ic L0gging PVC J~ c, we stee~ maced ~ '. o~ Cage Description 4 #7 bers~ 30Ft Centralizers Gn3ut Loss Ddlling Adjacent Pile Remarks: Pump Counter ~}Start: 0 Pump Counter ~}S,op: 5 3 ~ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. (24 in. dia.)= 3.14 FT~/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FTinterval = 20 ~'ugro ,~outh, Inc. 2880 Virgo Lane Dallas, Texas 75229 P,..,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: O~. ~ .,~c) CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout Ticket Batcfl Amval Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yda) On-~ite (Gal) MIX NO.: 900{: B , 4000psi ~ Temp. Flowcone Time Made Set Add 1 sack of Fluidifier On-Site DWG NO. c, rou.w Surnma~/ Re-Groutin~l Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation C-. -. -. -. -. -. -. -. -~ ~ t /Ft.l Strokes Factor Pres. tFt. t Strokes Factor ~und E,e,./Ft./ Alignment Yes .,,~,~ , , Au~i~r Dia. lin.) 24 Augenng Start: ~or Grout ¥o,. ~m / I'J, !3 ~,-,2 - ~in~s.: Avg. Pump Pres. (psi} 22-17 ,,, Grout Return (Ft) I '1 17-12 ~ , Total Grout VoL (Fl Overall Grout Factor Tension Steel Placed Description Centralizers Sonic Locjging PVC Cacje Steel Placed 1 Ca!~e Description 4 #7 bars~l 30Fl Centralizers Grout Loss Drilling Adiacent Pile Remarks: Pump Counter @Start 0 Pump Counter @Stop: Pile Top Cleaned?: Yes Steel Placement Problems? Vol. (;~4 in. dia.)= :~.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fuej~,e ~:euth, 2880 Virgo Lane Dallas, Texas 75229 Pi ,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD 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: ~ uw~ Ga3ut T'ic~et Batch An'ival Load Water Added Grout Sampling/Testm-'~gg Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 9000B 4ooopai Time Tamp. Flowcoee Time Made Set Sampled De~lmeS Sec~ No. * Add I sack of Fluidifler On-Site DWG NO. G~Uw Summary Re. Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (FL) Strokes Factor Pres. (F!.) Strokes Factor Alignment Yes 85~2 Auger Dia. (In.) 24 82-57 Au~.~ s~ I ~) ;IL ~7~2 ..,,~: i~'. '~ I ~7 3.5 Pile Tip EIev.(FL) .~ O ~ 42-37 Avg. Pump Pres. (psi) 22-17 Grou~ Return <~t) i~. ~ 17-12 During Withdrawal: ,~:~C 7-2 £ I Ten~l Steel Placed Desa-iption Centralizers Sonic Logging PVC c~ st., P,a~ ~: ~ ~, Cage Description 4 ~7 ber~ 30Ft Centralizers Grout Loss Odlling Adiacent Pile Remarks: Pump Counter ~}Start: 0 Pump ¢ounta~Stop~ LI 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 F.u§~'e Seuth, Inc. 2880 Virgo Lane Dallas, Texas 75229 P, .~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: ~-2- CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~,~,,, / G~out Ticket Batch Arrival Load Wat~' ~ Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 900( S 40o0psi Time Temp. Flowcone Time Made Set , Sampled Degrees Sec. No. Add 1 sack of Fluidifler On-Site DWG NO. C~ou,w summe~ Re~.~'outinQ Summa~/ PILE NO. Initial R~ D~ Pu~p Grout Pump D~ Pu~ Grout ~I~U~ . . Pile ~p E~.(F[) 62~ Avg. ~m~ P~. ~t Rmm (Ft) ~ ~ a7~2 ~" ~' ~ l- Te~ S~ P~ 12-7 - ._ ~liz~ G~t L~s Drilling Ad)a~t Pile Remams: Pump ~unter ~Staa: 0 Pump Counter eStop: Pile Top Clean~?: Yes Stol Pl~nt P~?: Vol. (24 in. dia.)= 23,14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 . Fugro South, Ina. 2880 Virgo Lane Dallas, Texas 75229 P, ,e: (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. Mikhail Date Installed: Weather: Grout l'.:~et Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yda) On-Site (Gal) MIX NO.: 900( B ,4000psi Time Temp. Flowcone Time Made Set Sampled Degrees Sec. No. Vol. ( 24 in. dia.)= DWG NO. ~rou~r~ Summa~ Re-Grouting Summa~ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout {FL) ~ke~ Factor Pres. ,(Ft,1 Strokes Ground Elev. (Ft.) ~)k ~ Initial N/A initial N/A Alignment Yes 85-82 Auger Dia. {In.I 24 82-77 Finish: ( 72-~7 Oe~ (F'L1 ~ 67-62 Pile Tip Elev.(FL) 82-57 Avg. Pump Pros. (psi) 42-37 30 ? (./ c, rout ,crum (Ft) ~_.?_, =?-32 ~ .~, "~ Total Strokes Initial: 32-27 _~ \ ~ De~ption 7-2 ) 0 . ~_ ~ Sonic Logging PVC /~, Cage Steel maced Cage Oescri~o~ 4 ~ bers~t 30Ft Centralizers Grout Loss Drilling Adiacent Pile ' ' Pump Counter ~$tart: 0 Pump Counter ~Stop: O~ '"/I,~ E. ~ La, 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT~/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 "O. ~_ )I~ 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: ~- ~. ~1~ CONTRACTOR: DalmacYBerkel & Co. Contractors Weather: So~, v,.~, / J~o~' G~out Ticket Batch Arrival Load Water Added Grout Saml:)ting/Teeting Grout Cube Data Truck No. No. Time Time 0Fd3) On-Site (Gal) MIX NO.: 900( B , 4000pal Time Temp. Fiowcone Time Made Set Sampled De~ees Sec. No. * Add I sack of Fluidtfier On-Site DWG NO. C~u~w Sunvnaq/ Re-Grouting Summan/ PILE NO. Initial Re- De0th Pump C-. -. -. -. -. -. -. -. -~ ~ t Pump Oeplh Pump Grout Inltal~tio~ Grout {FLI Sl~g~l~ Factor Pres. (FL) Strokes Factor Alignrnemt Ye~ 85-~2 Auger Dia. (In.) 24 82-77 F'milh: 72-67 Det:~ (Ft.) S5 e7-e2 ,~ Pile Tip Eiev.(FL) /~) /.~' 02-57 Th~.. c,~t vd. (F~) 2~.g sT-s2 Finish: : J 5 47-42 Avg. Pump pres. (pal) 4237 Total Strokes Initial: .~0 32-27 During Withdrawal: .~,1:~ e'~ 27-22 ,,~ Total GroutVol. (Ft3) .~Cl~. ~L~ 22.17 Sonic LO~lin~l PVC Cage Description 4 #7 bers~ 30Ft Centralizers Grout Loss Drilling Adiacent Pile Remarks: PumD Counter @Start: 0 ~ila Top Steel Placement Problems?: Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20