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SC-CFBISD Riverchase-LR 990826FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 CLIENT: PROJECT: GENERAL REPORT Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. REPORT DATE: August 26, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT: August 20, 1999 Services Performed: Weather Conditions: Contractors on Site: Visual Inspection Sunny / Hot DaI-Mac / Berkel Remarks: On this date, a representative of Fugro South, Inc. was present on the above mentioned project to perform the following tests and observations as requested: * Pump calibrated at 12:00 C.F. = 0.92 . Recalibrated at 14:52 C.F. = 0.88 · Production - 7 piles at 85 feet · In Piles D132 and D134 drilled yesterday August 19, 1999. We noted that the grout and steel had settled overnight about 1 foot. General Contractor will notify the structural engineer. · One set of grout cubes were made today from Piles D109 and D108. Total number of piles to date: 22 Nabil Mikhail Fugro South Project Engineer FUGRO SOUTH, INC. Sr. Project Manager SMH/bg Distribution: 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 JRJ Paving - Jeff Williford Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. 2880 virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 CLIENT: PROJECT: GENERAL REPORT Carrollton-Farmers Branch lSD, cio DaI-Mac Const. REPORT DATE: August 26, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT: August 23, 1999 Services Performed: Weather Conditions: Contractors on Site: Visual Inspection Sunny/Hot DaI-Mac / Berkel Remarks: On this date, a representative of Fugro South, Inc. was present on the above mentioned project to perform the following tests and observations as requested: * Production - 14 piles at 85 feet * 3 sets of grout cubes (9 cubes) at 12:06 p.m. * No major problems encountered today Total number of piles to date: 36 piles Nabil Mikhail Fugro South Project Engineer FUGRO SOUTH, INC. David A. Belcher, P.E. Sr. Project Manager SMH/bg Distribution: 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 JRJ Paving - Jeff Williford Carrollton - Farmers Branch lSD - Tom Bell 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. 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,.:~ ,/ C_.~out ~ Batch .Nl'ival Load Water A(k:Md Grout Sampling/Testing Grout Cube Data Truck No. No. Tm-,e Time (YEP) On-Site (Gal) MIX NO.: 900( B 4oOOpsi Time Temp. Flowa=ne ~ Made Set Sampled ~ ,Sec. No. Add 1 sack of Fluidlfier On-Site DWG NO.' ~ Summan/ Re-Groul~ Summaf7 PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.) Stroke~ Facto~ Pres. (Ft.) Strokes Factor Ground Elev. (Ft.; ~3/J[..O initial ,~...,~ N/A initiol N/A A,rme., 're. A,~' Dia. 0..} 2,, e2-rr Oopth (Ft.~) 85 07'~2 / Pile TIp Elav,(Ft.) 8 Z.~', 62..57 Theor. C~'out Vol. ~ 2~e.9 57-52 Grouling Starl: '~1~: ,,~ ~/' ,/O~:~.~,.. 52-47 .~ FkllN't: 3' :~- ' 47-42 Avg. ~ Prel. (bei) 42-37 ,.~ Grout Return (Ft) ~ ~' 37-32 TOlIi $lmke~ InaJai: .~--5 32-27 o,~ ~: 515 z,-32 £.~ Total Gmut VoL (Fei , 3q3. ),/o 22-17 T,~o, S~ ~,d ~2-7 ~,=,~ 7-2 c~ s~, .~.ed ~ ,. Cage Descriptioa 4 #7 ben~ 3OFt Grout Lo~ Odll~lg Pump Count. {~Starb 0 . Pump Counter ~Stop: "~ ~.-'~', ' Pile Top Cleaned?: Yes · Steel Placement Problems?: Vol. (~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT=/Stroke, Min. Stroke/5 FTinterval = 20 ~:ugro ~out~, tn~. 2880 Virg0 Lane Dall~, Te~s 75229 Phune: (972) 484-8301 Fax: (972) 820-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. ~ -J =~ PROJECT: Riverch~e Ele~n~ry School Project No.: 0791-2184 OWNER: ~rrollton-Farmem Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Date Installed: ~- ~ C- CONTRACTOR: Dalmac/l~rkel & Co. Contractom Weather: _q.,~ -.., ~,~ Grout Ticket Batch A~ivel Load Water Added Grout Sampling/Testing Grout Cube Data T~ Temp. Flowcone Tim Ma(~ Set * Add 1 k of Fluidifler On-Site DWG NO. c-.~,~ s~mm,,~ .~-~.~ Summ,~ PILE NO. Inmal R~ ~ Pump ~m Pump ~m P~p Grout Aq. Puq ~. ~) 42~7 3 ~ G~t Loss ~?:~ Pi~ I Pi~ T~ Cl~n~?: Yes Steel Plant P~ms?: Vol. ( ~= 3.14 F~/Foot, Pump Calib. FaVor = 0.92 FT3/Stroke, Min. Stroke/5 FT inte~al = ,i~u§ee Ceu,k, (~e. 2880 Virgo Lane Dallas, Texas 75229 PI, _,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. ~ '7~' 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: 8. - 2c~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: E,~,,,~:.~ / Grout T'~V, et Batch An'ival load Water Added Grout Sampling/Testing Grout Cube Data Truc~ No. No. Time Time (Yd3) On-Sita (Gal) MIX NO.: 900( B 4000psi Time Temp. Flowcone Time Mede Sat S=~,~ ~ s~. No. Add 1 sack of Fluidifler On-Site DWG NO. Gmuu,~ Sum~,/ Re~rou. w Sum..~y PILE NO. ~n~ ~ Dep~ P~ G~t P~p De~ Pu~ G~t ~ Y~ ~2 ~ 7-2 ~ ~ 4 ~7 ~m~ ~Ft G~t Lo~ Ddl~ AdVent Pile P~ ~unter ~S~: ~ ~ Pi~ Top C~?: Yes S~ Pla~nt Pm~ems?: Vol. ( 24 in. dia.)= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 _ Fuoro South. Inc. 2880 Virgo Lane Dallas, Texas 75229 P. ~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: .~ ,~ Grout Ticket Batch An~val load Water Added Grout Sampling/Testing Grout Cube Data Tmc~ No. No. Time Time (Yd~) O~-Site (Gal) MIX NO.: 900( 8 4(X)0p~ Time Temp. Flowcone Time Marie Set Sampled D~ Sec. NO. .,~ Add 1 sack of Fluidifler On-Site PILE NO. IniU,I Re- ~ P~ G~ Pump ~ ~p ~t In~ ~ (FL} ~ F~ P~. (Ft} S~ F~ T~ S~ I~a: ~ ~ ~-27 D~ ~1: ~ 27-~ ~s~,, ~ L~ Ddl~ng ~t Pi~ T~ C~?: Yes S~I Plant P~?: Vol. ( 2_4.j[L.djA~= 3.14 FT~/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 - Fu~lro {Iou'~, Inc. 2880 Virgo Lane Dallas, Texas 75229 P, ..,le: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD P,LE.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: ~ - Y..~- ~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~.,~ ,,,, ~/ / F)~ L.'"' Ga3ut Tk:ket Batch A~val Load Water Added Grout Sampangrreeting Grout Cube Data Truck No. No. Time Time (Y~) On-Site (C_.~al) MIX NO.: 900CB 44Xl0~ Time Temp. Flowcone Time Made Set Sampled De~rees , Sec. No. * Add I sack of Fiuidifier On-Site DWG NO. Gn=u,no Summary Re-Groutt~ Summary PILE NO. ~n~ Re. Depth Pump Grout Pun~ Depth Pump Grout ~r~a,atton Grout, (Ft.) Stroke= Factor Pr~. ~ s~ t I ' t~ /ll,~ ~2~ A~. Pu~ P~. (~) ' ' 42~7 ~ R~m (Ft) ] ~' 37~2 Dud~ W~I:~ 27-~ T~ S~ ~ 12-7 ~ 7-2 ~t L~s Ddai~ R~s: Pump C~n~ ~S~: 0 ~ C~nt~ ~Stop: Li ~ ~ Pile Top Cl~n~?: Yes S~ P~t P~s?: Vol. ( 4Z.~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 ' I:ugr~ ,~Qut, h, 2880 ¥irgo Cane Dallas, Texas 75229 P~,,,ne: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO.... ~ ~' C~ PROJECT: Riverchase Elementa~j 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: ~.~-,,~ / ~L Gmat ~ Batch Affiv~ Load Water Added Grout Sampling/Testing Grout Cube Data Track No. No. T'~ne T'mle (Yd~) On-Site (Gal) M!X NO.: 900( ~t 404Xysi Time Temp. Flowcone Time Macle Set . S~p'~d OWn. S~ No. *Add 1 8ackofFluidifierOmSite '~' ~,["1 Il i1:/-t~ I?.; IZ 3 [~ DWG NO. Grouting Summary Ee.C~uU~. Summa~ PILE' NO. ,nm~ Re- Depth Pump G~ P~ D~ ~mp ~ut ~ ~ 4 ~ ~ ~Ft G~t L~s D~lling ~t Pi~ R~: Pump ~nter ~S~: 0 Pile Top Clean~?: Yes S~ P~t P~s?: Vol. ( ZAjo,_dja~= 3.14 FT~/Foot, Pump Calib. Factor = 0.92 F'l~/Stroke, Min. Stroke/5 FT interval = 20 2880 Virgo Lane Dallas, Texas 75229 PI,_,le: (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: 8- ~r~ .. %9 CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather:. ..% ~ .~ ~,~ //-/o & C~out ~ Batch Anted Load Water Added Grout Sampllng/T'~Jng Grout Cube Oata Truck No. No. Time T'mte (Yd3) On-Site (Gal) MiX NO.: 900( a 4000psi , , Time Temp. ~ Time Made Set . Sempk,d o~ ,~ No. /+Sf ~'3_9~ ~:) ).Z. ~ 1S: 40 s 40 * Add 1 sack of Fluidifier On-Site PILE NO. mn~m ~ o~m Avg. ~ ~. ~) 42~7 ~ Ream (Ft) ~ 37~2 I D~~: 3~ 27.~ T~ S~ ~ ,,, 12-7~ ~ ,,, ~ ,, 7-2 s~ L~ ~C ~l~em G~t Lo. Ddlling ~j~t Pi~ R~: Pump Coun~r ~S~: 0 Pi~ T~ Cl~: Y~ m 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 Pl,.,ne: (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: 8-- ~¢- CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~.~ .,~y / GtmJt Ticket Batch Arrival Lo~l Water Added Grout Sem~ Grout Cube Data Tru~ No. No. Tin~ Tim~ (Y~) Ott~lt~ (C~I) MIX NO.: 900~ ~ 4000~ T'm~e Temp. Flowcone Time Made Set * Add I sack of Fluidifler On-Site DWG NO. G~ S~mer~ R,-C, ro~n; PILE NO. ~m~ R~ ~p~ Pu~ ~t Pu~ D~ Pump In~ ~ (FL) S~ F~ P~. ~FL~ S~e~ F~r ~0~. ~ln.) 24 82-~ , ~ ~ (Ft) ~ ~ 37~2 T~ ~ v~. <~ 3,~'1' oS =-~ 7 T~ S~ P~ ~2-7 ~ 7-2 ~~c / G~ ~ Ddlling Pump ~n~ ~S~ 0 Pu~ ~nmr ~St~: ~ Pi~ Top C~n~?: ~s S~ ~t Pm~s?: Vol. ( 24 in. dia.}= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 ' F-~aro ~,o~,{,h, {no. 2880 Virgo Lane Dallas, Texas 75229 Pi.. le: (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: ~. 2t;- CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~.1 / H,,i:. Grout Ticket Ba~h An'ival Load Water Added Grout Sampling/Teeing Grout Cube Data Truck No, No. Time Time (Yd~) On-Site (Gal) MIX NO.: 900( B 4000~ Time Temp. Fiowcone T. ile Made Se{ Saml~ed Oegre~ Sec. No. Add 1 sack of Fluidifier On-Site DWG NO. Grouting Summus/ Re-Groutin~l Summa~ PILE NO. ~.~ Re- Depth Pump Grout Pump Oa13th Pump Grout Installation Grout (FL} , , Strokes Factor Pres. {Fl.) Strokes Factor ,,~aff.~nt Yes G~t Loss Ddlling R~: P~ ~n~r ~S~m 0 Pump ~n.r aS~: q ~ Pile T~ Clesn~?: Yes St~ Pl~nt Pm~ems?: Vol. ( ~= 3.14 FT3/Foot, Pump Calib. Factor =..Q,.9.Z_FT3/Stroke, Min. Stroke/5 FT interval = 20 2880 ¥irgo Lane Dallas, Texas 75229 Pt,,~ne: (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/BerkeJ & Co. Contractors Weather: <~.,,,~ / CMout Ticket Batch Anival Load Water Added Grout Samiding/Testthg Grout Cube Oeta TnJck No. No. Time T'~ne 0rd~) On.Site (Gal) MIX NO.: 900¢ ~ 40(}op~ T'~ne Temp. Flou~:one Time Made Set Saml:~ad ~ ~ NO. * Add 1 sack of Fluidlfler On-Site DWG NO. ~rouun; Sumrnaq/ Re-Groutin; Smr~ PILE NO. ~ra~ Re- Depth Pump Gn3ut Pump Depth Pump Grout Inlt~lation Grout (Ft.) S ~tl~3k~ Factor Prel. (FL), Strokes F,act~', Alignment Yes 85-82 Auger Dia. (In.} 24 a2-77 Dep~ (FL) aS e7-e2 Theor. C.~out Vol. (Fl3) 2~.9 57-52 23 Av~. Pump Pre~ (pM) 42-37 GlOut RMum (F~) t"~ 37.32 Total Strokes Initial: ~30 32-27 CentraJize~ 2..Ground Centra~ze~ C~out Lo~ Drilling Adjacent Pile Pump Count~ ~Stert: 0 Pile Top Cleaned?: Yes Stee~ Placement Problems?: Vol. ( ?._4~D,_.~lj.i~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 ' l~ugro 8outh, Ins. 2880 Virgo Lane Dallas, Texas 75229 P,._,~e: (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: Carroilton-Farmers Branch I.S.D. Observed By: ENGINEER: SHW Group, Inc. Date Installed: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: Gnat Ticket Batch An-ival Load Water Added Grout SampltngFi'estlng Grout Cube Data Trt~ No. No. 33m~ TN (Y~) On-Sit~ (Gal) MIX NO.: 900C B 4ooopsi * Add 1 sack of Fluidifler On-Site DWG NO. c,=t~ Summar~ Re-Grouting Summa~/ PILE NO. ~n~ Re- Depth Pump Grout Pump Depth Pump Grout In~eEa_ lion Gn3ut (FL ) Stroke~. FactOr Pr~. (FL ) Stroke~ Factm' ~ E~. ~) ~ ~ .~ 2, 5 , ,, ~^ ~ ~u^ ,, .~_r~t Yes 85-82 ~1~ ' ' A,_,~je,_ D~a. {~n.) 24 ~2-77 ~. ~ w. ~e) ~.o ~ A~. ~p ~. (~) 42~7 T~ ~ ~ 12-7 ~ 7'2 C~ De~n 4 ~7 ~ ~Ft G~t Lo~ Ddlli~ ~t Pi~ P~ ~nt~ ~S~: 0 P~ Top Clea~?: Yes S~ Pla~t Pm~ems?: Vol. (24 in. dia.}= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT31Stroke, Min. Stroke/5 FTinterval = 20 2880 Virgo Lane Dallas, Texas 75229 Pt ,,.,ne: (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: CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather:. / Time Temp. Fiowcone Time Made Set * Add I sack of Fluidifler On-Site .... In~ ~ , (FL) S~ F~ P~. (Ft,) S~ F~ T~ S~ ~ 12-7 ~ ~ D~lling P~ ~ ~S~: 0 Pu~ ~ ~S~: ~ o ~ Pile T~ Clean~?: Yes S~I Pla~t P~?: Vol. ( Z_4_jE,_dLa~= 3.14 FT~/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 ' I~,~,-~ {~,.,~, I.e. 2880 Virgo Lane Dallas, Texas 75229 Pt,_.le: (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:.$,3 '~ ~:7 C.~out TicV. e~ Batch Amval Load Water Added Grout Sampling/Teeing Grout Cube Data Tmc~No. No. 'nme Time (Yd3) On.~ite(Gal) MIXNO.: 900i =~ ,44:)00~ Time Temp. FlowconeTime MmJe Set +~'... ~,~.~'! }~,o~ },~i~ ~ ~. Add I sack of Fluidifier On-Site DWG NO. Grou~ng sun~7 ;~W summer~ PILE NO. ~n~ ~e- ~ P~ G~ Pump ~ Pu~ G~ ~s~ P~ T~ 0~?: Yes St~ P~t P~?: Vol. ( 2.4.~= 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 Ph (972) 484-8301; Fax (972) 620-7328 CLIENT: PROJECT: COMPRESSIVE STRENGTH OF GROUT CUBES Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: August 26, 1999 Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184 General Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: SAMPLE DATE: DaI-Mac Construction / Berkel ASTM C-109 Pile #109-D 1:43 Type 9000B August 20, 1999 Time Sampled: 3:05 SAMPLE AGE ~ DATE AREA APPLIED COMPRESSIVE REQUIRED ' NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq. in.) (lbs.) (psi) (psi/days) REC 27 3 8-23-99 4.0 16490 4123 4000/28 REC 28 3 8-23-99 4.0 16315 4070 REC 29 7 8-27-99 4.0 REC 30 7 8-27-99 4.0 REC 31 28 9-17-99 4.0 REC 32 28 4.0 REC 33 Hold 4.0 REC 34 Hold 4.0 REC 35 Hold 4.0 Remarks: Michael Overstreet Fugro South Technician SMH/em Distribution: DaI-Mac Construction - Jaso~ Lillard City of Coppell - Larry Davis/ SHW Group - Joe Craddock JRJ Paving - Jeff Williford FUGRO SOUTH INC. Reviewed By: ~ / -- DaI-Mac Construction - Nate Payne City of Coppell - Lee Stone SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Virgo Lane; Dallas, Texas 75229 Ph (972)484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF GROUT CUBES Carrollton-Farmers Branch lSD, c/o DaI-Mac Const. Report Date: August 26, 1999 Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184 General Contractor: Method of Test: Sample Location: Time Batched: Results / Remarks: SAMPLE DATE: DaI-Mac Construction / Berkel ASTM C-109 D-110 1:43 Type 9000B August 19, 1999 Time Sampled: 2:57 SAMPLE 'AGE DATE AREA APPLIED COMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq. in.) (lbs.) (psi) (psi/days), REC 18 3 8-22-99 4.0 18500 4625 4000/28 REC 19 3 8-22-99 4.0 17940 4485 REC 20 7 8-26-99 4.0 REC 21 7 8-26-99 4.0 REC 22 28 9-16-99 4.0 REC 23 28 9-16-99 4.0 REC 24 Hold 4.0 REC 25 Hold 4.0 REC 26 Hold 4.0 Remarks: Jose Rivera Fugro South Technician SMH/em Distribution: DaI-Mac Construction - Jason Lillard City of Coppell - Larry Davis SHW Group - Joe Craddock JRJ Paving - Jeff Williford FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Nate Payne City of Coppell - Lee Stone SHW Group - Terry Hoyle Carrollton - Farmers Branch lSD - Tom Bell FUGRO SOUTH, INC. CLIENT: PROJECT: 2880 Vtrgo Lane; Dallas. Texas 75229 Ph (972) 484-8301; Fax (972) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT Carrollton-Farmers Branch lSD, c/o DaI-Mac ConstructionREPORT DATE: August 26, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: August 18, 1999 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (ASTM C.1064): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: DaI-Mac Construction CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C-23t): WATER ADDED (gal): SLUMP (in.) (ASTM C.143): Walls for inlet at Station 3+34, storm sewer, Line B. CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days) TESTED (pounds) (psi) (psi) REC 5 7 8-25-99 115000 4070 3500/28 days REC 6 28 9-15-99 REC 7 28 9-15-99 REC 8 Hold Fracture mode is (A) unless otherwise noted Specifications: Making & ASTM 0-31 Testing ASTM 0.143, Typesof ~] ~ ~ 0 Curing: Methods: ASTM C-39 Fracture: A B C D REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed to be correct. Technician: Jose Rivera SMH/em Distribution: FUGRO SOUTH INC. Reviewed By: ~ DaI-Mac Construction - Jason Lillard DaI-Mac Construction - Hate Payne City of Coppell - Larry Davis City of Coppell - Lee Stone SHW Group - Joe Craddock SHW Group - Terry Hoyle JRJ Paving - Jeff Williford Carrollton - Farmers Branch lSD - Tom Bell