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SC-CFBISD Riverchase-LR 990902FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 CLIENT: PROJECT: OBSERVATION OF CONCRETE PLACEMENT Carrollton-Farmers Branch lSD, c/o DaI-Mac Const, REPORT DATE: September 2,1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 DATE PERFORMED: August 27, 1999 General Contractor: Method of Test: Applicable ACI Recommendations and ASTM Standards Results I Remarks: Concrete placement observation was performed at the Grade Beams: W-2 to AE-2 / AE-2 to AE-7 following location: Time placement began: Time placement ended: Total cubic yards placed: Slump range (inches): Slump required (inches): Concrete supplier and plant: Concrete temperature range (°F): Strength required (psi/days): Number of cylinders made: Superplasticizer used: 7:00 a.m. 10:00 a.m. 35 3 -4.5 5+ or-1 TXI 80 - 90 3000/28 4 No Mike Flute Fugro South Technician FUGRO SOUTH, INC. SMH/bg Distribution: Reviewed By: 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 2880 Virgo Lane P..~e: (972) 484-8301 Dallas, Texas 75229 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: Riverchase Elementa~ 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 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 De~lrees Sec. No. * Add 1 sack of Fluidifler On-Site DWG NO. Grouting Summaq/ Re. Grouting Summar~ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Instella~ Grout (Ft.) Strokes F=~,'~ Pres. (Ft.) Strokes F~nr c..~., a,v. (F,.) _o, 3 '~ ini~i 25 Auger Dia. (In.~ 24 ;t: Z,,:, 4-o Pile Tip Elev.(Ft.) 1~ ~ 82-57 Grouting Sta~ ~ '- ~' ~ 52-47 Ay0. Pump Pre~. (p~i} 42-37 Grout Retum {Ft) 2 5 37-32 Total Strokes Initial: ~..~ 32.27 Dudn~l Withdrawal: ~J~' 27-22 Totel Grout Vol. (Ft3} ~ ~ ~ -~,,, 22.17 ..~' Overall Grout Factor I' 5~ 17-12 Centralizers 2-Ground Son~ L~ing PVC V' c~s~ ~ Cage Description 4 #7 bers~ 30Ft Centralizers Grout Loss Odlling Adiacent Pile Pump Counter @Start: 0 / Pile Top Cleaned?: Yes Steel Placement Pro,ems?: Vol. ( 24 in. dia.)= ;~,14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fuaro :South./nc. 2880 Virgo Lane P ,e: (972) 484-8301 Dallas, Texas 75229 Fax: (072) 820-7328 E1 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. A- ~g 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: ~'~ , .~- Grout T'.=~v, et Batch Anival Load Water Added Grout Sampling/Tosting Grout Cube Data Truck No. No. Time Time (Yda) On-Site (Gal) MIX NO.: 9OO08 4OOOp~ Time Temp. Flowcone Time Made Set Sar~?d C,~s Sec. No. ~ite DWG No. Gro.uni~ SummeT ae-~routi.~ Summav PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.} Strokes F~,~ Pres. (Ft.) Strokes Factor Ground Elev. (FL) ~ ~' g initial ~O N/A initial N/A Auger Dia. (In.> 24 82-77 Augedng Start: ~: ~,.~ 77.72 Finish: 3 ;I ~' 72.67 Dep~', (FL) 85 67.62 Pile Tip Elev-(I=t.) ~ t.~ 62.,57 ~,,~ T~-,,~,-. Grout Vol. (Ft3) 266.9 57-52 C.'.'.'.'.'.'.'.'.~ o u t i n g Start: ~' ,~] 52-47 Finish: 5 :~7 47-42 Avg. Pump Pres. (psi2 42-.37 f~lrq Grout Return (Fi) ,~. ~. 37.32 .~' Total Strokes Initial: .~ ~ 32.27 Total ~ut vol, <.~) 3ool..'il'?.. a.~7 ov. re,, rout .a=o. I. ,.-,. De~.., ¥,;;ofl 7-2 J Centralizers 2-Grouncl ca~e Stee~ maced ~: Cage Description 4 #7 bers~ 30Ft Centralizers Grout Loss Ddlling Adiaceflt Pile Remarks: Pump Counter @Start: 0 Pump Counter @Stop: ~ ~ 0 Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. ( 4~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 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 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 Ardval Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 9000B 4000psi Time Temp. Flowcone Time Made Set Sampled De~lrees Sec. No. * Add I 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 {Ft.) Strokes Factor Pres. IFf.) Strokes Factor Ground Elev, {Ft.) ~ 5 ~'! initial 30 N/A initial N/A Alignment Yes 85-62 Auger Dia. (in) 24 62-57 Augedng Start: '-~: 55 57-52 Depth (Ft.) 65 47-42 ~,~'~ Pile Tip Elev.(Ft.) 3 e {{ 42,37 Theor. Grout Vol. (Ft3) 204.1 37-32 ~,,~,' Grouting Start: l0 :~,{) 32-27 Av~l. Pum~ Pres. (psi) 22-17 Total Strokes Initial: 30 12-7 ... During; Withdrawal: ~[- ([,, ~ 7-2 Tension Steel Placed Description Centralizers Sonic Loc~i~n~ PVC Ca~e Steel Placed {~) ' Ce~le Description 4 #7 barsl~ 30Ft Centralizers Grout Loss Drilling Adjacent Pump Cou'~[er @Start: 0 Pump Coume¢ @Stop: ~:) 0,~ Pile Top Cleared? Yes Steel Placement probfems'~ Vol. (24 in. dia.'~= ;~,14 FT3/Foot, Pump Calib. Factor = 0.92 FT~/Stroke, Min. Stroke/5 FT interval = 20 I~,-~ go~{.{-,, {n~. ...--. 2880 Virgo Lane P, .~e: (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: ~ - 2.- CONTRACTOR: Dalrnac/Berkel & Co. Contractors Weather: <~,j,~, Grout Ticket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. NOl Time Time (Yda) On-Site (Gal) MIX NO.: g000B 4OOOpsi Time Temp. Flowcone Time Made Set Sampled De!~rees 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 Ground Elev (Ft.) Installation~l{, ~ Grout initial{Ft'I Stroke~,a~ F~,,'~'~r N/A Pres. initial(Ft') Strokes Factor N/A Ali~lnment Yes 65-62 Auger Dia (In.) 24 62-57 Auge~ng Sta.: ) ~'. 5e ~7.~2 Depth (Ft.) 85 47-42 Pile Tip Elev.(Ft.) ~,~ S.~ 42-37 Theor. Grout Vol. (Ft~) 204,1 37-32 Grouting s~.: )I: ) 5 32.27 zt o Av~. Pump Pres (psi) 22-17 Grout Return (Fi) ( "'~' 17-12 Total Strokes Initial: '~--5 12-7 Dudng Withdrawal: /'~ J'~ 7-2 Tension Steel Placed Description Centralizers Sonic Loggin~ PVC Cage Steel Placed [ ~ 1 5 ~ge Descr~ption 4 ~7 ba~ ~Ft Centralizers Grout Loss Adjacent Remarks Pump Cou'~t~r ~Sta~: 0 Pump Cou~ler ~Stop: ~ ~ ~ P e Top C eaned?' Yes Steel Placement Probtems~ Vol. (,24 in. dia.)= i;~.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval i;u~j~,e ~outh, Inc. 2880 Virgo Lane Dallas, Texas 75229 1 = ~e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. C.,- ~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: 5 ,, Grout Ticket Batch Andval Load Water Added Grout Sampling/Testing Grout Cube Data Track No. No. Time Time (Yda) On-Site (Gal) MIX NO.: 9000B 4OOOpsi Time Temp, Flowcone Time Made Set Sampled De~lraes Sec. No. 8o5; 14o~'~ 5'.4~ ~o:~5 0~ 3t~ I~o~i~ to-.~ Ir'It o~ Add 1 sack of Fluidifier On-Site DWG NO. Grouting Summary Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout , Installation Grout (Ft.) Strokes Factor Pres. (Ft.) Strokes Ground Etev. (Ft.I ~ ~ '5...~ initial ,~ ~ NIA initial N/A Alignment Yes ,~,~' Au~er Dia. (In,) 24 ~'~ ~"-57 Augertng Start: I {; & 5 Finish: ~ [: ~'~-~ 52-47 3 ~' Depth(Ft.) ~" 5-~ 47-42 ~ ~;~ Theor. Grout Vol. (FTC> .~3~'.~ I ~ 5~...~ 37-32 /'~/~ Grouting Start: i1: 5'! 3~-~7 ~., Finish: t ~,: I. ~7-22 ] 5 Avg. Pump Pres. (psi) 22-17 ~ t Grout Return (Et) .~ ~' 17.12 ~ ~ Total Strokes Initial: ~ '~ 12-7 ~ O Dudne Withdrawal: ~'"'~ "~ 7-2 '~' ( Overall Grout Factor I · .~1 / Tension Steel Placed Deso'iption Centralizers Sonic Log~lin~l PVC Cage Steel Placed I ~'''' 4 O Ca~e Description 4 #7 bars~ 30Fi Centralizers Grout Loss Qrilling Adiacent PiJe Remarks: Pump Counter @Start: 0 Pump Counter (~Stop: ~ ~ Pile Top Creaned?: Yes Steel Placement Problems'~ Vol. (24 in. dia.)= 3.14 FT~/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FTinterval = 20 Fugro 5outll, Inc. 2880 Virgo Lane Dallas, Texas 75229 Ph,,, le: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Grout Ticket Batch Amval Load Water Added Grout Sampling/Testing Grout Cube Data Truck No No. Time Time (Yd3) On-Site (Gal) MIX NO.: 9000B 4000psi Time Temp. Flowcone Time Made Set Sampled De~lrees Sec. No. * Add 1 sack of Fluidifler On-Site DWG N O. Grouar,g Summaq/ Re-Groutin, I Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) [~.,~,~ Factor Pres. (Ft.) Strokes Factor Ground Ele~ (Ft.) %6 I~'='' initial N/A initial N/A Depth (Ft.) 65 47-42 ~5 Pile Tip Elev (Ft.) ~' ~-~ 42-37 Theor. Gro~ Xol, (~t') ~.~ 37-32 Grouting Start: 13,' ! O 32-27 Av~ Pump ~-'es. {pSi) 22-17 Grout Retur!' ,Fi) ~.~'~ 17-12 Total Strokes Initie,: ~ 5 12-7 ,.~ ~erall Grout Factor I. Tension Steel Placed Descriptio~ Centralizers Sonic Loggin; PVC ~e Steet ~laced t ~: 30 Ca~e Descnoti~n 4 ~7 bam~ ~Ft Centralizers Grout Loss G;'iH~ng Adjacent Remarks Pum~ Cou' ,,' .~StaA: 0 Pum~ Coup' .... ~Stop: Pile Top C,e :ned?: Yes Steel Place: ont Problems? Vol. (24 in. d,:a~.: $.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20. FuGm 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. ~ - 4Z'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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~ , C,~'out Ticket Batch Amval Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd3) On-Site (Gal) MIX NO.: 9000B 4000psi Time Temp. Flowcone Time Mede Set Sampled Degrees Sec. No. +30 I~.oq~5i 1~'5] }t.'15 ~ , Add 1 sack of Fluidifier On-Site DWG NO. Grouting Summary Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes F=~' Pres. (Ft.) Strokes Alignment Yes 65-62 Au~ler Dia. (In.) 24 6~'7 Depth (Ft.) '~ ~ 47-42 ~ 5 P,.Tip s,e~.(m 39 ~ .~-~7 Theor. Grout Vol. (Ft~) ,~.-31~'"'" j 1 [ ,~ O 37-32 ~ 5 on, uti.° sta.: ! :~: ~8 32-~7 5 [ Avg. Pump Pres, (psi) 22-17 ,,~ ~ Total Grout Vol. (Fe) ~- ~ ~' ~ ~ 2-Ground ) 0 OYere,, Grout ~a~or I. ~, 4 Description Centralizers Sonic Logging PVC Ca~e Description 4 #7 bare(~ 30Ft Centralizers Grout Loss Drilling Adjacent Pile Remarks: Pump Counter @Stop: ~ 5 ~v ~1~ b.S,L.,,I Pile Top Cleaned?: Yes Steel Placement Probiams~: Vol. (24 in. dia3= 3,14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 FuOro ;~outh. Inc_ 2880 ¥ir9o 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 T'mket Batch An'ival Load Water Added Grout Sampling/Testing Grout Cube Oata Truck No. No. Time Time (Yd~) On-Site (Gal) M!X NO.: 900( ~1 4000psi Time Temp. Flowcone Time Made Set Sai~pJed Oe~lrees Sec. NO. Site DWG NO. Grouting Summary Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Strokes Factor Pres. (FL) Strokes Ground Elev. (Ft.t 3 I1~ ~L initial ~?.,5 N/A initial N/A Auger Dia. (In.t 24 62-57 ~/~ ~,~ .~. O.F~ (Ft.) 85 47-42 ,~1;~ ~,or. Grout VoL (~1 20<1 37-32 Avg. Pump Pres. (psi) 22-17 ~ ~ Grout Return (FtI I5 17-12 To~ S~okes Initial: Z.s' t2-7 1,5 Du., w~.~.wal: ~. ~ 7-2 IF' Total Grout VoL (Ft3) 3 1 {~' 4~ ¢ 2.Ground Overall Grout Factor t.S5 Tension Steel Placed Description Centralizers Sonic Loggin~l PVC Ga~. Stae. P.ac. 15'~ \ ~ Ca~e Description 4 #7 bara(~ 30FI Centralizers Grout Loss Ddlling Adiacent Pile Remarks: Pump Counter @Start: 0 Pum Oou ter Stop: g-l 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 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. ~- ~g 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. ?... CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: j; ,.~ v.~.~ Grout Tc..ket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. Time Time (Yd3) On-Site (Gat) MIX NO.: 900( B 4000psi Time Temp. Flowcone Time Made Set Sampled De,tees Sec. No. * Add 1 sack of Fluidifier )n-Site DWG NO. Grouting Summa~ Re-Grouting Summa¢/ PILE NO. initial Re- Depth Pump Grout Pump Depth Pump Grout installation Grout (Ft.) Strokes Factor Pres. (Ft.) Strokes Factor Ground Elev. (FL) {~'~ ~ initial ~. ~ N/A initial N/A Alignment Yes Auger Dia. (In.) 24 ~'D/6~-57 Finish: '1 ~: ~'l 52-47 O ,h (Ft.) ?' 4'0 Pile Tip Elev,(Ft.) _~"~ ~ 42-37 30 Avg. Pump Pres, {psi) 22-17 Grout Return (F,) T~'~ 17-12 ~'t'~ Total Strokes Initial: ~' 12-7 Ourin~ Withdrawal: J~L~ 7-2 ~er~ll Grout Factor ~.. ~)~ y Tension Steel Placed Description Cstqtralizers ~ic LOCjgincj PVC c,we sme~ P,ac~ I ~; )~ Ca~e Description 4 #7 bars~ 30Fi Centralizers Grout Loss Drilling Adiacent Pile Pump Counter @Start: 0 Pump Counter @Stop: 4 ~' ~ 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 ~u(lro ~outh, 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 '~ 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,,,W Grout Ticket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Track No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 9000B 4000psi Time Temp. Flowcone Time Made Set Sampled De~lree$ Sec. No. Add I sack of Fluidifier On-Site DWG NO. Grouti.. Summus/ Re-Groutinl~ Summary PILE NO. Initial Re- Oep~ Pump Grout Pump Depth Pump Grout Installation G~'out {Ftl Stmkee Factor Pres. (Ft.I Strokes Factor I I ~U"d El'vi <FL) ~ ~ 8~ ~ ~ ~ N/A initial N/A Ali~'tment Yes 85-~' ^u~., Dia. <~.> 24 ~ ~ ~'-77 /.5' ^u~.a sa~ ~: :o L~ 77-~2 Oeplh (Ft.) .....~3" gO $7-82 P:,. Tip ~.v.<~) 13 ~ ti2~ Theor. Grout VoL (FP) ~ ~)i'%~ 57-52 Grouting Start: I/'~: ~]1' 52.47 Finish: 1~: ~ 47-42 ~rout Return (Ft) '~. ~- 37-32 Total Strokes Initial: ~ 32-27 ou..~ w,.~w.,: ~%~ :,-= 5'* Total Grout VOl. (Ft~ 3 ¢lJ},~r~, 22-17 30 Overall Grout Factor I. ~j~l 17-12 Description 7.2 Centralizers 2-Ground Cage Steel Placed / Cage Deecdption 4 #7 bursal 30R Centralizers Grout Loss Drilling Adiacent Pile Remad~s: Pump Counter (~Start: 0 Pump Counter ~Stop: ~. ~.~ L¥ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. (24 in. die,)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20