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SC-CFBISD Riverchase-LR 990907FUGRO 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: September 7, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT: September 3, 1999 I Services Performed: visual Inspection Weather Conditions: Sunny/Hot Contractors on Site: Dalmac / 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: 7 piles (1 of them rejected) * Total number of piles to date: 139 Piles (1 of them rejected) * Two sets of cubes from Pile C-100 * Tim Roberts did the Sonic Test Pile A-46: Then we/tJx57 feet into the clay and couldn't go further. Pull-out augers to clean them. Re-insert then and went to 55 feet. At that point, the drilling was causing a loss of ground around the pile. Driller removed augers to clean flight and check the tip of the auger if it was shale. He went back to 40 feet and grout the hole to prevent the nde from collapsing further. He re-drilled it to 55 feet and grout to ground - Not in shale * We got refusal as follows: Pile Number Initial Depth Refusal Depth A-40 85 feet 80 feet A-45 65 feet 55 feet C-99 85 feet 80 feet Nabil Mikhail Fugro South Project Engineer SMH/bg Distribution: FUGRO SOUTH, INC. David A. Belcher, P.E. Sr. Project Manager 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 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, c/o DaI-Mac Const. REPORT DATE: September 7, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT: September 2, 1999 Services Performed: Weather Conditions: Contractors on Site: Visual Inspection Sunny / Hot Dalmac / 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: * Total number of piles to date: 132 piles , Two sets of cubes (6 cubes) from Pile C-91 * Sonic test PVC: A-27, A-43, A-44, A-28, A-38, A-39 * We got refusal on some piles as follows: Pile Number Initial Depth Refusal Depth A-27 85 feet 77 feet C-90 65 feet 59 feet A-44 65 feet 55 feet A-38 65 feet 60 feet A-39 85 feet 80 feet * The PVC pipes were not filled with water although I mentioned it twice yesterday to Berkel!! 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 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, c_Jo DaI-Mac Const. REPORT DATE: September 7, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT: September 1, 1999 Services Performed: Visual Inspection Weather Conditions: Sunny/Hot Contractors on Site: Dalmac / 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: 11 piles * Sonic Integrity Test PVC: A-32, A-26, A-36, A-37, A-33 * We got refusal on some piles as follows: Pile Number Initial Depth Refusal Depth A-32 65 feet 62 feet A-26 65 feet 55 feet A-33 65 feet 62 feet A-37 65 feet 57 feet Pile A-36: At 7 feet from ground, didn't get any grout return, re-insert augers to 12 feet and pumped 4.5 yards but still no return. Re-inserted augers to 17 feet and then to 22 feet till we got return. Finally, we got 644 strokes and 22 yards pumped to fill this hole. The PVC pipes for the Sonic test would not go below 30 feet from ground, they pulled it out and tried to insert the steel cage which was unacceptable to us. It is our understanding that the integrity of this pile was questionable. The contractor decided to redritl it. The total number of piles to date: 122 piles Nab~~- Fugro South Project Engineer SMH/bg Distribution: FUGRO SOUTH, INC. David A. Belcher, P.E. Sr. Project Manager 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 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, c/o DaI-Mac Const. REPORT DATE: September 7, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT: August 30, 1999 Services Performed: Visual Inspection Weather Conditions: Sunny/Hot Contractors on Site: Dalmac / 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) from Piles A-7 and A-8 · Total number of piles to date: 83 + 14 = 97 piles Pile A-14: No grout return. Re-inset augers to 22 feet and re-grout but still no return. Re-insert augers again and got very Iow grout return at 5 feet, although the amount of grout used to fill this hole (18 yards). In addition, before placing the steel, we noted a drop of the grout level about 5 feet in less than a minute. The cage was placed to 25 feet with some difficulty. The grout level kept dropping about 2 feet in 20 minutes. * Pile A-16: We got very Iow head and grout level was dropping to 1 foot after six hours. Nabil Mikhail Fugro South Project Engineer SMH/bg Distribution: FUGRO SOUTH, INC. David~.E. Sr. Project Manager 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 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. Riverchase Elementary School, Coppell, Texas Report Date: September 7, 1999 Project No.: 0791-2184 SAMPLE DATE: August 6, 1999 General Contractor: Method of Test: Sample Location: Time Batched: Results / Remarks: DaI-Mac Construction / Berkel ASTM C-109 Test Pile 1 12:56 p.m. Type Time Sampled: 14:15 p.m. SAMPLE AGE DATE AREA APPLIED cOMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq. in.) (lbs.) (psi) (psi/days) REC I 3 8-9-99 4.0 17729 4430 4000/28 REC 2 3 8-9-99 4.0 17967 4490 REC 3 7 8-13-99 4.0 21463 5365 REC 4 7 8-13-99 4.0 21289 5322 REC 5 28 9-3-99 4.0 25940 6485 REC 6 28 9-3-99 4.0 26030 6508 REC 7 Hold 4.0 REC 8 Hold 4.0 Remarks; Nabil Mikhail Fugro South Technician FUGRO SOUTH INC. SMH/bg Distribution: Reviewed By: ~'7"'--'~.----, 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 FUGRO SOUTH, INC. 2880 Virgo Lane; Dallas, Texas 75229 Ph (g72)484-8301; Fax (g72) 620-7328 COMPRESSIVE STRENGTH OF CONCRETE REPORT CLIENT: Carrollton-Farmers Branch lSD, c/o Dal-Mac Constr. REPORT DATE: September 7, 1999 PROJECT: Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 SAMPLE DATE: August 6, 1999 CONTRACTOR: Griffirh TICKET NO.: 7075212 AMBIENT TEMP. (°F): 100 CONCRETE TEMP. (°F) (ASTM C.1064): 94 TIME BATCHED: 2:00 pm TIME SAMPLED: 3:35 pm WEATHER CONDITION: Clear LOCATION OF PLACEMENT: CONCRETE SUPPLIER: Lattimore PLANT/TRUCK: 7 / 755 MIX ID NUMBER: 42 AIR (%) (ASTM C.23t): N/A WATER ADDED (gal): 5 SLUMP (in.) (ASTM C-143): 4-1/2 Headwalls for storm sewer. Line 1-A and 1-B CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS Standard 6" x 12", 28.27 square inches TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH STRENGTH NUMBER (days), TESTED (pounds) (psi) (psi) REC I 7 8-13-99 120000 4240 4000~28 days REC 2 28 9-3-99 142000 5020 REC 3 28 9-3-99 144000 5090 REC 4 Hold Fracture mode is (A) unless othenvise noted Specifications: Making & ASTM C-31 Tes,ng ASTM C-143. Typesof [~ [~ ~ ~ Cudng: Methods: ASTM C-39 Fracture: A B C . D REMARKS: Technician: SMH/rm Distribution: Michael Overstreet FUGRO SOUTH INC. 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 ~"~ 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: September 7, 1999 Riverchase Elementary School, Coppell, Texas Project NO.: 0791-2184 SAMPLE DATE: August 30, 1999 General Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: Dai-Mac Construction / Berkel ASTM C-109 A-7 and A-8 9:58 Type 9000 Time Sampled: 11:15 SAMPLE AGE DATE ' AREA ' APPLIED coMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq. in.) (lbs.) (psi) . (psi/days) REC 81 3 9-2-99 4.0 15810 3953 4000/28 REC 82 3 9-2-99 4.0 15900 3975 REC 83 7 9-6-99 4.0 17850 4463 REC 84 7 9-6-99 4.0 18010 4503 REC 85 28 9-27-99 4.0 REC 86 28 9-27-99 4.0 . .. REC 87 Hold 4.0 REC 88 Hold 4.0 REC 89 Hold 4.0 Remarks: Pompey McGee 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 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: September 7, 1999 Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184 SAMPLE DATE: August 26, 1999 General Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: DaI-Mac Construction / Berkel ASTM C-109 Pile B-64 12:38 Type 9000 Time Sampled: 1:23 SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH sTRENGTH (days) (sq. in.). (lbs.) (psi) (psi/days) REC 63 4 08/30/99 4.0 17830 4458 4000~28 REC 64 4 08/30/99 4.0 17640 4410 REC 65 7 09102/99 4.0 16480 4620 REC 66 7 09/02/99 4.0 18620 4655 REC 67 28 09/23/99 4.0 REC 68 28 09/23/99 4.0 REC 69 Hold 4.0 REC 70 Hold 4.0 REC 71 Hold 4.0 Remarks: Mike Flute Fugro South Technician FUGRO SOUTH INC. SMH/rm 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 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: September 7, 1999 Riverchase Elementary School, Coppell, Texas Project No.: 0791-2184 SAMPLE DATE: August 25, 1999 General Contractor: Method of Test: Sample Location: Time Batched: Results / Remarks: DaI-Mac Construction / Berkel ASTM C-109 11:51 Type 9000 Time Sampled: 1:10 SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH (days) (sq. in.) (lbs.) (psi) (psi/days) REC 54 3 08/28199 4.0 22170 5543 4000/28 REC 55 3 08/28/99 4.0 23000 5750 REC 56 7 09/01/99 4.0 24840 6210 REC 57 7 09/01/99 4.0 24410 6103 REC 58 28 09/22/99 4.0 REC 59 28 09/22/99 4.0 REC 60 Hold 4.0 REC 61 Hold 4.0 REC 62 Hold 4.0 Remarks: Thomas Cranford Fugro South Technician FUGRO SOUTH INC, SMH/rm Distribution: Reviewed By: ~ I 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 FUGRO SOUTH, INC. ,o CLIENT: PROJECT: 2880 ¥irgo 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. Riverchase Elementary School, Coppell, Texas Report Date: September, 1999 Project No.: 0791-2184 SAMPLE DATE: August 23, 1999 General Contractor: Method of Test: Sample Location: Time Batched: Results I Remarks: DaI-Mac Construction / Berkel ASTM C-109 Pile D111 11:15 am Type 9000B Time Sampled: 12:05 pm SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED NUMBER TESTED LOAD STRENGTH STRENGTH Idays), (sq. in.) (lbs.) (psi) (psi/days) REC 36 3 08/26~99 4.0 18190 4548 4000/28 REC 37 3 08~26~99 4.0 18125 4531 REC 38 7 08/30/99 4.0 21360 5340 REC 39 7 08/30/99 4.0 21450 5363 REC 40 28 09/20/99 4.0 REC 41 28 09/20/99 4.0 REC 42 Hold 4.0 REC 43 Hold 4.0 REC 44 Hold 4.0 Remarks: Mark Strittmatter Fugro South Technician FUGRO SOUTH INC, SMH/rm 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 Dallas, Texas 75229 Pi. ,e: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN'PLACE PILE RECORD PILE NO. , ,C- B(~ 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: $ ~ -^ ~.~ Grout Tmket Batch An~val Load Water Added Grout Samplingrresting Grout Cube Data Truck No. No. Time Time (Yd~) On-Site (Gal) MIX NO.: 9000 3 4000psi T'~me Temp. Flowcoae Time Made Set Sampled Degrees Sec. No. * Add I ~.e_ck of Fluidi~er On-Site DWG NO. c, mu~n~ summa~/ Re-Groutin~l Summa~/ PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout ,,,~!~_~_. Grout (Ft.) ~l~ Factor Pros. (FL) Strokes Factor ~nd Elev. <Et) L~ ~ ~,,S__ initial N/A initial N/A Auger Oia, (In.I 24 82-77 A~ sta~ ~: ~.o 77-72 Depth (Ft.) 85 67-82 Pile Tip Elev.(FL) ,.~ '~''~ e2-87 ~. Grout VoL (F~) 2~6.9 57-52 Avg. Pump Pros. (psi) 42-37 ~..<~. GrOut Return <Ft) I W 37-32 Total Stmkes Initial: 30 32-27 Dudn~l Withdrawal: ~ ~ 0 27-22 To,=, c. ,voL ,3 I. 22- 7 T~=~, S~ Pi~ ~ 2.7 ~J Oeecrfp~J~l 7-2 Sonic Logging PVC t~ / ~ ~: 0 c~ s~ Pi~,~ /0 ' 0 ~ Cage Description 4 #7 bers~ 30Ft Grout Loss Orilling Remarks: Pump Counter ~Start: 0 Pump Counte~' t~Stop: '~ 3 G Pile Top Cleaned?: Yes Steel ~acement Problems?: Vol. (~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fugro South, Inc. ~_. 2880 Virgo Lane P. ~e: (972) 484-8301 Dallas, Texas 75229 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: ~ ,~ -~ CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: $ ,~ ,~ ~ Grout T'~ket Batch Arrival Load Water Added Grout Sampling/Testing Grout Cube Data Truck No. No. T'~ne Tm~e (Yd~) On-Site (Gal) MIX NO.: 900~ B 4000psi Time Temp. Flowcone Time Made Set Sampled De~lreea Sec. No. * Add 1 sack of Fluidifier On-Site DWG NO. Gro,uti~ summer7 Re-Groutin~l Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout IFL) ~ Factor Pres. , Irt') Strokes Factor Alignment Yea 85-82 Auger Dia. (In.) 24 82-77 Augefing Start:. ..~1: 5~.~ 77-72 Finiah: I D; ,~ 47'42 Av~. Pump Pros. (~) 42-37 Grout Retum (Ft) ~. 5 37-32 Du.w w~w~l: .~% 27.22 Tote, Grou, 5(> 22- 7 Deacflption 7-2 /,~ Centralizers 2-Ground cage steel Pl~ ii)' £~ cage Desc~pt~ ~ #7 bam~ Centralizers Grout Loss Drilling Adjacent Pile Remarks: Pump Count~- ~$tart 0 Pile Top Cleaned?: Yes Staet Ptacen'~nt Problems?: Vol. ( 2~3.,..dj.Q~= 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~,~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: 5-"[ -~) CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: S,, ~ Tk~.~t ~tch Arrival Lo~l Wat~ Added Grout Sa,~p~;~ G~ T~ ~. No. ~ ~m ~ ~ia (~) MIX NO.: ~ ~ · ~ T~. ~ne ~me M~ S~ Sa~ D~s ~ ~d 1 ~ck of Fluidifler O~SEe OWG NO. ~ufi~ Sum~ R~Gmufl~ Su,.,~ PILE NO. Initial ~- D~ Pump Grout Pump Dep~ Pump ;,~;~.~ ~ (Ft.} S~i F~r Pros. {Ft.) S~s Fa~ T=' S~S Initial: ~ O ~'27 To~ ~.~ vol (~.~ ~ A3. i~ =-~ 7 T.~ S~ P'~ ~ 2-7 ~ c~:~ 7.2 i 8 ~,~:: .... 2~ ~ / ~ ~ C~ O~p~ 4 ~ ~ ~Ft ~ut Lo~ Ddlli~ ~t Pile Pump ~un~ ~S~A: 0 Pump ~n.r ~Stop: ~ ~ Pi~ Top Clea~?: Yes St~ Pla~ent Pmbl~s?: ~ , ~ .__,-. n ~o ~31~f.nE~ Min Rtroke/5 ~ inte~al = 20 Vol. ( ?,,~_i[1,..{l[[~= 3.14 FT3/Foot, Pump Calib. Factor = 0.9: , Fu(;Iro 8outh, Inc. 2880 Virgo Lane Dallas, Texas 75229 A P, ,e: (972) 484-8301 Fax: (972) 620-7328 'O AUGERED CAST-IN-PLACE PILE RECORD PROJECT: OWNER: ENGINEER: CONTRACTOR: Riverchase Elementary School Carrollton-Farmers Branch I.S.D. SHW Group, Inc. Dalrnac/Berkel & Co. Contractors PILE NO. Project No.: 0791-2184 Observed By: N. Mikhail Date Installed: .~ -'{-%'~ Weather: ~ o -,, ~,~ Grout 33cket Batch Arrival Load Water Adbecl Grout Sampling/Testing Grout Cube Data Truck No. No, Time Time (Y~) On-Site (Gal) MIX NO.: 9000 ~ 4000p~ Time Temp. Flowcone Time Made Set Samp~cl Degrees Se~ No., * Add 1 sack of Fluidifler On-Site DWG NO. Gro~.g Summary Re-Grouting Summary PILE NO. Initial Re- Depth Pump Grout Pump Depth Pump Grout In~aitation Grout (FL) Strokes Factor Pres. (Ft.) Strokes Factor Auger Dia. (In.) 24 , 82-77 Pile Tip Elev.{Ft.) °J ~ 82-57 'T'he~. Grout Vol. <Fl31 2~8.9 57-52 Grout Return (Ft) ~2:~'~ 37-32 Total Strokes Initial: ~ 32-27 Tension Steel Placed 12-7 Centralizers 2-Ground Ca~e Oescription 4 #7 bars~ 30Ft C, entralizere Grout Loss Drilling Adjacent Pile Remarks: Pump Counter ~Starb. 0 Pump Counter I~Stop: Pile Top Cleaned?: Yes Steel Placement Problems'?.: -~.. Vol. (~= 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 Phone: (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PROJECT: OWNER: ENGINEER: Riverchase Elementary School Carrollton-Farmers Branch I.S.D. SHW Group, Inc. PILE NO. Project No.: 0791-2184 Observed By: N. Mikhail Date Installed: ..~ -'~ -~ CONTRACTOR: Dalmac/Berkel & Co. Contractors ~  Grout Sampling/Testing MIX NO.: ~X)OS 4000~ Time I Temp. I Flowc~e * Add 1 sack of Fluidifler On-Site Grout Cube Dali Time Made I Set DWG NO. PILE NO. Initial Depth Pump Grout Depth Pump Grout Factor Strokes Factor InsliIlation initial N/A initial N/A y. s5~2 10 24 82-77 Augedng Slirt 77-72 Finish: 72-67 85 67-62 62-57 'tl~e~. 266.9 57-52 Grou~g Slirt 52-47 Finish: 47-42 42-37 37-32 To~al Strokes Initial: 32-27 Grout Factor 17-12 Tension Steel Placed 12-7 7-2 2-Ground v' ~n~"nlizem Grout Loss Drilling Pile Remarks: Pump Counter (~Slirt: Pump Counter ~Stop: Pile Top Cleaned?: Steel Placement problems?: Min. Stroke/5 FT interval = 0 Yes Vol. ( 24 in, dia.)= ~ FT3/Foot, Pump Calib. Factor = ~FT31str°ke, Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phone: (972) 484-8301 Fax: (972) 620-7328 ;mD AUGERED CAST-IN-PLACE PILE RECORD PILE NO. PROJECT: OWNER: ENGINEER: CONTRACTOR: Grout Tk:ket Batch Truck No. No. Time * Add 1 sack of Fluidifler On-Site DWG NO. PILE NO. InlU~ Installation Riverchase Elementary School Carrollton-Farmers Branch i.S.D. SHW Group, Inc. Dalmac/Berkel & Co. Contractors nrne~t Yes 24 Augedng Start: Rnish: 85 Theor. Grout VoL 266.9 G~outing Start: Finish: Total Strokes Initial: W'~hdrawal: Total Factor ' ~- '~ Tension Steel Placed ~ Grout Sampling/Testing on-sbe (G.,) ~me i Temp, i Fiowcone Grout Cube Data initial 8582 82-77 77-72 72-67 67-62 62-57 57-52 52-47 47-42 42-37 37-32 32-27 22-17 17-12 12-7 7-2 2.Ground Pure43 Grout Depth Strokes Factor NIA initial Pump Grout Strokes Factor N/A Placed Centralizers Grout Loss Drilling Pile Remarks: Pump Counter @Start: Pump Counter (~Stop: Pile Top Cleaned?: Steel Placement Problems?: 0 /too Yes Min. Stroke/5 FT interval = Vol. ( Z.~= ;}.14 FT3/Foot, Pump Calib. Factor = 0.92 FT31Stroke, Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Pt a' (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE "O. ~_ - i04 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 Arrival Load Water Added Grout Sampling/Testing Grout Cube Data TnJCk No. No. ~ Tat~e (Yd~ Ort-Sita (Gal) MIX NO.: 900~ B 4000psi Time Temp. Flaevcone Time Made Set * Add 1 sack of Fluidifier On-Site DWG NO. Gm~ng Summar~ Re-Gfoutir~l Summer7 PILE NO. ~.m.l Re- Depth Pump Grout Pump Depth Pump Grout Installation Grout (Ft.I Strokes Factor Pres. (Ft.) Strokes Factor Augm' Dia. (In.} 24 82-77 Pile T~p Eiev.(Ft) J 0 %~ :~ 82-57 Thenr. G~out VOl. IFt~) 268.9 57-52 GrouUng Start l ~ ;OC, 52-47 Gmat Return (Ft1 ~ ~'1 37-32 Total Strokes Initial: ~ C) 32-27 During Withdrawal: ~%~"~ 27-22 Total Grout Vol. (Ft3)'~ .~ 22-17 / Overall Grout F=,..f~. 17-12 Tension $!eei_ p~.A,d 12-7 Delcdpfio~ 7-2 Cage Description 4 ~"l bars~l 3OFt Grout Loss Ddlling Remad<s: Pump Counter (~Start: 0 Pump Counter ~Stop: 3 5 ~ Pile Top Cleaned?: Yes Steel Placement Problems?: Vol. (24 in. dia.)= 3.14 FT~/Foot, Pump Calib. Factor = 0.92 FT=/Stroke, Min. Stroke/5 FT interval = 20 F~gro South, Inc, ~._. 2880 Virgo Lane Phc . (972) 484-8301 Dallas, Texas 75229 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. C~- ~5'~ . PROJECT: Riverchase Elementary School Project No.: 0791-2184 OWNER: Carroilton-Farmers Branch I.S.D. Observed By: N. Mikhail ENGINEER: SHW Group, Inc. Data Installed: ~--'~ - ~ CONTRACTOR: Oalmac/Berkel & Co. Contractors Weather: ~ ~ )~=, ~ Grout ~ Batc~ An'tv~ load Water Added Grout Saml~ng/Testing Grout Cul~e Data Truc~ No. No. Time Time (Ycr') On-Site (G~) MIX NO.: ~OOC a , 4000~. ' Tm'm Temp. Flowcmne Time Ma~e Set Add Fluid!tier On Site DWG NO. C~u,n; Summa~ Re-Groutin~ Summary PILE NO. Initial ~ ~ ~mp ~ Pu~ D~ Pump ~t ~-. ~ v~. Avg. ~ ~ L~g ~C Grout ~s Drilling Adjust Pile Pump ~unter ~S~: Pump Counter ~S,op: Pile Top Clean~?: SI~ P~menl Problems?: Vol. (~= 3.14 FT3/Foot, Pump Calib. Factor = 0,92 FT31Stroke, Min. Stroke/5 FT interval = 20 Fugro South, In(;. --- 2880 Virgo Lane Pho~ (972) 484-8301 Dallas, Texas 75229 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD Riverchase Elementary School Carrollton-Farmers Branch I.S.D. PROJECT: OWNER: ENGINEER: SHW Group, Inc. CONTRACTOR: Dalmac/Berkel & Co. Contractors Initial Installation Add Fluidifler On Site DWG NO. PILE NO. 24 Depth Pump S~mke~ Initial I'/-~- PILE NO. C- I~ Project No.: 0791-2184 Observed By: N. Mikhail Date Installed: (~ -'~ - ~ ~) weather.' mx NO.: ?~ C.~out Depth Pump Grout Factor Strokes Fact~ N/A initial NIA l'hlor. C~out Gmuang Stare Fi~sh: Total Stmke~ Initial: Ovemlt Grout Factor Ten~ion Sleet Placed Steel Placed Cenb-alizem G~out Loss 0dlling Pile Remad<$: Pump Count~' ~Staft: Pum~ ~unter ~Smp: Pile T~ Clean~9: S~ Pl~t P~lems?: Vol. (~= 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 Pho(-~ (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST4N-PLACE PILE RECORD PILE NO. C - I S~) 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: DalmaedBerkel & Co. Contractors Weather: $ C~out ~ 8aa~ Arrival Load Wate~ Aclcted Grout ~am~eming G-out ~ O~ T~ ~ ~. ~ ~ ~) O~ite (~) MIX NO.: ~ ~ ~ sa~ ~ s~ ~., Add Fluidifier On Site DWG NO. c~,.~; Summ~y R~c,~,',0 su~,~F PILE NO. ~u= Re- Oep~ Pump C-,rout Pum~ Depth Pump C-,rout InstmllltJon Ge'out (FL1 ,.,.8~ke$ Factor Pmk. (FL) $l,"oke~ Factor T~ s~ ~: ~0 T~ St~ Cen~ S~ ~ ~C Cent~em . .. G~t L~ Ddlling Ad~a~t Pile Rema~s: Pump ~nter Pump ~unter =Stop: Pile T~ Cle~?: St~ ~ment P~I~?: Vol. ( 24 in. dia.1= ~,14 FT3/Foot, Pump Calib. Factor = 0.92 FT~/Stroke, Min. Stroke/5 FT interval = 20 Fugro South, Inc. 2880 Virgo Lane Pho~ (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: ~ -'1- ~, CONTRACTOR: Dalmac/Berkel & Co. Contractors Weather: ~; ~ '~ '~/~ ti Ho ~ Gel~t ~ Batch ~ Load Water ~ C~out SarnOltng/l'esltng Grout Cu~ T~. ~. ~ ~ ~) ~(~) MIX NO.: ~B Add Fluidifier On Site DWG NO. PILE NO. I~ua Re- ~p~ Pu~ ~ ~ Oep~ Pu~ Grout ou~.~: T~ ~ P~ ~n~ LC~:c~ ~C 4 ~7 Grout ~ Odlling Rema~s: Pum~ ~nter ~S~: Pump Counter ~Slop: Pile Top Clean~?: St~ Pla~ment Vol. ( ?..~[D.~lj.a~= 3.14 FT3/Foot, Pump Calib. Factor = 0.92 FT3/Stroke, Min. Stroke/5 FT interval = 20 Fugro South, In(;, 2880 Virgo Lane Dallas, Texas 75229 Phof'~ (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: c~,~,,~,, Grout 'ilcket Batch Ntival Load ware' Added Grout Sur,~ing/Te~ting C~out Cube Data Time Temp. ~ Time Mede Set .y-- * Add Fluidifier On Site DWG NO. c~o.,.~ Su~..~ Re~-o.,~ Summe~ PILE NO. Initial F~- D~ P~p G~ut Pump Oepffi Pump G~ut I~lladon T~I S~ Initial: C~tmli~ G~ut Lo~ OdHing AdVent Pile Pump Count~ ~S~: ~um~ Counter ~S~p: ~il~ Top Clean~? Steel Play.at Problems?: Vol. (~= 3,t4 FT3/Foot, Pump Calib. Factor: 0.92 FT3/Stroke, Min. Stroke/5 FTinterval = 20 Fugro South, In(;. 2880 Virgo Lane Dallas, Texas 75229 Phof~'' (972) 484-8301 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. C- I (~ ~ 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: <3 --{ - c3~ CONTRACTOR: DaimacdBerkel & Co. Contractors Weather: ~--~,~-,,_~ //-I Add Fluidifler On Site PILE NO. Ini~ ~ Oep~ Pump ~ut Pump D~ Pump G~t C~e D~p~ 4 ~ ba~ 2~t Cen~ Grout L~s Ddlling Adja~t Reread: Pump ~unter ~S~: Pump Counter ~Stop: Pile T~ Clean~?: St~ ~a~t 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 Pho~,-. (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. Mikhaii Date Installed: Weather: Add Fluidifler On Site DWG NO. PILE NO. wat~ A~led On. Site (c.~) MIX NO.: Initial Depth C- Gn3ut CuDe Oata Grout Depth Pum~ Grout Factor Slmkes Facet N/A inillal N/A Auge~ng Start: 24 C~outing Stent: F*mish: Total Stmke~ Initial: Total Gmut 4 #7 Grout Loss Drilling Rereads: Pump Counte~ ~Star~: ¢2 Pump Counter =St~p: I I 0 Pile Top Clean~?: ~ St~ plant p~l~s?: Vol. ( 24 in, dia.l= :~.14 FT3/Foot, Pump Calib. Factor = ~.92 FT3/Stroke, Min. Stroke/5 FT interval = F'ugro South, Inc. .--- 2880 Virgo Lane Pho~ (972) 484-8301 Dallas, Texas 75229 Fax: (972) 620-7328 AUGERED CAST-IN-PLACE PILE RECORD PILE NO. C._- I ~/4- 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: .~,~-~,~ / J{=~ r Grout l'lcket 8afct~ Amval Load Water ~ ~ S~~ ~t C~ Dam T~ ~. ~. ~ ~ ~ O~i~ (~) MIX NO.: ~ ~ ~ ~ T~. ~ ~ ~e Set * Add Fl~id~:~er on ~lm ' · DWG NO. =ILE NO. Ini~l ........... F~ Pros. ~L) S~es F~r AU~ Dia. (In-) 24 A~. ~umo ~. To~ S~ I~: 0~ Grout Loss Odlling Ad~a~nt Pile Pu~ ~nter ~Stop: Pile Top Clean. T: SI~I Pla~ent Pm~ems?: Vol. ( ~: ;~,14 FT3/Foot, Pump Calib. Factor = ..0_,.,9.Z_ , Fugro South, Inc. 2880 Virgo Lane Dallas, Texas 75229 Phc'"'" (972) 484-8301 Fax: (972) 620-7328 ID AUGERED CAST-IN-PLACE PILE RECORD PILE NO. C -. ~ S 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: Daimac/Berkel & Co. Contractors Weather: ~ ~,-, /~,, L" Ticket Batch N'rival Leal Water Added Grout SemglingfTesl~ng C~out C~ Dam ~' ~ ~ ~) ~ (~) MtX ~.: ~ a ~. T~n S~ P~ G~t L~ OHl~ng Ad~a~nt Pile Rereads: Pump ~ntar Pump ~nter ~S~p: Pile T~ Clean~?: SiM Plant ( Z.4_.[13,_dj.a~= 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: GENERAL REPORT Carrollton-Farmers Branch lSD, c/o Dal-Mac Const. REPORT DATE: September 7, 1999 Riverchase Elementary School, Coppell, Texas PROJECT NO: 0791-2184 DAILY ACTIVITY REPORT: August 31, 1999 I Services Performed: Weather Conditions: Contractors on Site: Visual Inspection Sunny / Hot Dalmac / 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 between 60 feet and 85 feet . Three sets of grout cubes (9 cubes) from Piles A-4 and A-5 * We got refusal on some piles as follows: Pile Number Initial Depth Refusal Depth A-20 85 feet 65 feet A-5 85 feet 59 feet A-4 85 feet 55 feet A-13 85 feet 50 feet A-19 65 feet 52 feet A-3 85 feet 67 feet A-12 65 feet 53 feet A-18 60 feet 56 feet A-25 65 feet 60 feet Total number of piles to date: F~gro South Project Engineer SMH/bg Distribution: 111 piles FUGRO SOUTH, INC. David A. Belcher, P.E. Sr. Project Manager DaI-Mac Construction - Jason Liilard 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