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Environmental Geotechnical Construdlon Materlals Testing Threshold d Speclal Inspectlons Private Provider Services 3 Code Compliance
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rFRNA70
SCANNED January 6, 2016
AJT Construction Consulting, LLC. St.Lucie Coun�y
Attention:Alan Tarpell '
1760 N Jog Road, Suite 120 i
West Palm Beach, Florida 33411
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Subject: Auger-Cast Pile Installation Report- Residence
Acquavista Development(Lot 6)
4440 A1A, St. Lucie County, Florida
GFA Project No. 15-0986.02
Re: GFA Geotechnical Report dated June 26, 2015
Dear Mr. Tarpell: f
�Representatives of GFA International, Inc. (GFA) were requested to monitor the i
installation of auger-cast piles located at the above referenced location.
IThe piles were monitored during installation and the details are shown on the logs
lattached to this report. Numbers indicated on the pile logs correspond to numbers
�ndlcated on the plans attached to this report.
�I he grout pump was calibrated on-site with the pump strokes needed to fill a 55-gallon
drum (7.35 cubic feet). The grout pump strokes necessary to fill the theoretical pile
�rolume plus 10% (grout factor) were then calculated to determine the required number
of pump strokes for each pile. The monitored piles had at least the minimum number of
required pump strokes and grout factor and/or sufficient grout head.
�I he pile lengths noted on the logs are based on the depths below the existing ground i
urface at the time that the piles were installed. The Pile lengths noted on the logs are j
ased on the depths below the existing ground surface at the time that the piles were ,
nstalled. Placement of the reinforcing steel for the piles was also monitored. The steel
jeinforcing was constructed and placed in general compliance with the provided plan.
rout samples were obtained and compressive test results will be submitted under
eparate cover.
ased upon our inspections and testing and to the best of our knowledge and
elief, GFA concludes that they have been installed in general accordance with
he design criteria and they will adequately provide the required capacity per
lans. '
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521 NW Enterprise Drive Port St.Lucie,Florida 34986 (772)924.3575 (772)924.3580(fax) www.teamgfa.com
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OFFICES THROUGHOUT FLORIDA
Auger Cast Pile Installation Repart-Res►denee: January:,,2046
Acquavista Development-Lot>6 Page 2 of'2
44;40 AIA,,:St WOu County,,FL
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Ciosure� ,
The assessment was performed at the 0Ilerifs request using the methods and
procedures: consistent with good commereal and customary .practice designed to
conform°with acceptable:industry--., dard
In ;expressing the opinions stated m tlis report,
hes '090tcisod`the degree'of skill
an:d care ordinarily exercised by:a:reasonably prudent architect or engineer m the same.
community :an'd ;in. the. :same: 'time. frame given the ne sar or ;similar fact-s and
circumstances. Documentation 'and data provided: by the Client; designated
representati�tes of the Client or other interested third parties, or tram the public da�rraair,
an'd referred to in the preparation of this assessment, have seen used:and referenced
with the understanding that C.FA,assumes no responsibility or Iabil�ty.for fhe;ir accuracy.
The independent conclusions represent our professional judgment based,on,information
t. GFA s eualuations
and data: available to .us.:during the course of this assign -.en,
analyses and :opinions are note representations regarding either the design ilh,tegrity,
sfructural; soundness or,actual value. of the..property The conclusions 'presented, are
based on the data prouided, .observations aril1.coedittons that existed:on the date of the
asse. 0' \
It tas been ou'r pleasure:to assist you;. to this phase of":your project. If;you have any'
questions about this report :or need any:additional information, please call at your
convenience;. {.
Respectfully submitted,,
GF:A I ,, ttanal, Inc.
5��
FOP
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O� •.• r{;. • a Pp..
ld W. Moler, • E al
na an Collie, E.I:.
e i r afl eclniLafingineer. o f Manager
of gists f, LAO B0675
Capies:' client
.Attachments: Pile Location Plan (1 page);: f
Production.Pile Logs.(5 pages)
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CONSTRUCTION SET
P26 P27 P28 P29 P30 P31 P32 '
...._.�..... ! y
P24 P25 r '
... ry- TOP Or •.U"_...� I' 1 P34 Q Q O P33
P35 ... —.,.._,. P12 Pit - P10 -- P9 �4 �
O P 14. _ _P 13
15
=- I OP1 `. `
P47 f.
P4 P3 - P45 , ��+FC
P37 O.
-J P2 •P5 PG P7
P8 P200
13MOM or ME CAGC
P38 p_ P44 r- e�5✓
02
P21 p....p. a
P23 1`10CAMCLUMN DETAIL
p0 O .._,�/ O
P39 P40 P41 -1 - F42 P43 P22 FILING-SCHEDULE
_.. J L OtNGNATION Trre -w O-MIL• ru 05rrr nL-r.Mq Gr e,+1•P• C.OMNeNr
Y1 PA ICA'=P.4 1 Q.?.A1 -21,G[ t0•Qc •O•_On••d CLNATCR M.RISG
P5 P•`, 10• '^K VST t.-n:we 1.D.12— 30.OD 1 G7,�..d 5"tWAM LL rOU.9�Tpv MIG a
AUGPP,-CA5T Mf LAYOUT a
SEAL •JA•_I,, I'^-Pli IG' e.35--d 20.71— 30.0C •:1yw, SMAK6*JLra,^rAT04rule
r1...3.P 15 •G•AU"—A"r .aK n...l 20.:I— 3O.Oc :. I G• 51TAk%,-u rOJ%Vr-ON ruNG a
•rlr23 IS•ANGr.R{A,T I M7;O7C0CMUSG p
T`IESE�-VS ARE NOT rOR CONSTRUC11011 UNLC1S 7.-WEC r2�•r•.'.5 IG-Awdr.CA5T _•:•D•-1 .20.51—d ?O.CC II...—) MKCAL OCAPJNG MUST.
•CV,C:.Y::•C^See'.0A-CD,SIICMEO ASp MkM 8`'T-C ESCISCER. P2LP35 IC ALIZR.CA,T 9-;try,,...y .J.O51.eve 30.0C ,1:G—A me-n5cD GAPACE PgMG a
AL;COV3T000-V^^�&•A_. _IN COM>LIASCC WT.A-,
.jeISCIr_n_ru-PCF.LIr -OW aSD CCh- -ML E•M r34rAG IC A=P..CW. 9.DD•ue .7017...d 3000 :1 r7--I -'"CAL MU-1G
r00'.HUNG-Hdw,e
CONTRACTOR Si —L COORDINATE ALL OE—AI_S AND
E_EV.:'CVS Y,IT4 :.F.C-IITECT PR-OR -C CCNSP,1UCT+01J• IN-17AJ-AT04 NO_•TCr Or PRLSttel-"A.L NOTerCJ^3•(C.25%—j OMGV-lIt CAP:LNAT10N
S-2
REPORT# 15-0986.02
ORDER M
PERMIT M PUMP No.: Cu.Ft.ISTOKE: .82
i Q�. DATE: 12/1812015 ON-SITE: OFF-SITE:
FRNAY%O� TRAVEL: TOTAL HRS:
PROJECT: Acquavista Development-Lot 6
OWNER:
CONTRACTOR: AJT WEATHER: Rain i
PILE CONTRACTOR: B+M Marine TEMP: 80
DRILLING SUPERINT.: WIND: Still
ADDRESS: 4440 A1A HUMIDITY: Humid
CITY: St.Lucie County STATE: FL _
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PILE INo.: 22 43 44 42 41 40 OR 39 38 20 21 19 16 i
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PILE II OCATION:
PILEIAMETER:Inches 16 16 16 16 16 16 16 16 16 16 16 16 16
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PILE II'ENGTH:feet 30 30 30 30 30 30 30 30 30 30 30 30 30
ACT IIAL TIP ELEV.:
ACT AL SURFACE ELEV.
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THE IiR.PILE VOL.(cu.ft.) 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9
ACT IAL GROUT VOL.(cu.ft.) 52.5 50.8 50.0 50.8 50.8 50.8 48.4 51.7 51.7 '50.8 50.8 51.7 50.0
TRUCK No. 1463 1463 1434 1434 1434 1434 1434 1364 1364 1364 1364 1614 1614
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BATCH TIME 9:61 9:51 10:66 10:66 10:56 10:56 10:56 12:00 12:00 12:00 12:00 12:32 12:32 i
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II ROKE 1st 5' 23 22 22 21 22 17 18 19 18 -21 22 21 20
No.STROKE
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TOTAL 64 62 61 62 62 62 59 63 63 62 62 63 61
REINF.STEEL. TYPE C C C C C C C C C C C C C
SIZE
DEPTH 30 30 30 30 30 30 30 30 30 30 30 30
NOT S: C=6#6 Bars with tengihs and lies in general accordance with plans LEGEND
C: Compression Bar
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Redrill pile#40 cage unable to meet desired depth. T= Tension Cage i
Additi¢nal Comments INSP.PERFORMED BY:
9 strokIIIIes to fill 55 gallon drum j
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Grout iead was approximately 5'-7'for all piles.
DISTRIBUTION:
I11 !
GFA
international, nc. `
621 NW Enterprise Drive,Port St.Lucie,Florida 34986 i
Phone:(772)924-3575 Fax:(772)924-3580
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Pik Pfffl�
REPORT# 15.0986.02
ORDER M
PERMIT M PUMP No.: Cu.FtJSTOKE: .82
/ Qv DATE: 1211812015 ON-SITE: OFF-SITE:
TFRNAC�C� TRAVEL: TOTAL HRS:
PROJECT: Acpuavista Development-Lot 6
OWNER:
CONTRACTOR:AJT WEATHER: Rain
PILE CONTR
ACTOR: B+M Marine TEMP: 80
DRILLING SUPERINT.: WIND: Still
ADDRESS: 4440 A1A HUMIDITY: Humid
CITY: St.Lucie County—STATE: FL
PILE No.; 17 18 9 10 32 33 31 i
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PILE LOCATION:
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PILE DIAMETER:Inches 16 16 16 16 16 16 16
PILE LENGTH:feet 30 30 30 30 30 30 30
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ACT IALtl TIP ELEV.:
ACT�AL SURFACE ELEV.
THE R.PILE VOL.(cu.ft.) 41.9 41.9 41.9 41.9 41.9 41.9 41.9
ACT IAL GROUT VOL.(cu-ft.) 49.2 48.4 50.8 49.2 50.8 60.8 61.7
TRU IIK No. 1614 1614 1463 1463 1463 1463 1463
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BATCH TIME 12:32 12:32 1:04 1:04 1:04 1:04 1:04 I
No.STROKE 1stV 18 19 21 20 21 21 22
TOTAL 60 59 62 60 62 62 63
REIN i.STEEL. TYPE C C C C C Cr30
SIZE _
DEPTH 30 30 30 30 30 30
NOT accordance with C=6#6 Bars with lengths and lies In general accord with plans LEGEND .
C= Compression Bar
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II On site map 37A Is marked out,37A was not drilled Augerwas moved afterwords T= Tension Cage I
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Addil'I nal Comments INSP.PERFORMED BY:
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Groutj',head was approximately 5'-7'for all piles.
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DISTRIBUTION:
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GFA
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Inti-r—nationall, Inc.
621 NW Enterprise Drive,Port St.Lucie,Florida 34986
Phone:(772)924.3575 Fax:(772)924-3580
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REPORT# 15-0986.02
ORDER#:
PERMIT#: PUMP No.: Cu.Ft.ISTOKE: .82
/ �FHN-SITE: OFF-SITE,
NAT�C DATE: 12l21l2015 RAVEL: TOTAL HRS: i
PROJECT: Acquavista Development-Lot 6
OWNER:
CONTRACTOR: AJT WEATHER: Clear
PILE CONTRACTOR: B+M Marine TEMP: 80
DRILLING SUPERINT.: WIND: High
ADDRESS: 4440 AlA HUMIDITY: Moderate
CITY:791.Lucie County STATE:FL
PILE o.: 30 29 28 27 1 12 23 37A 4 2 8 45 46 11
PILE OCATION:
PILE IAMETER:Inches 16 16 16 16 16 16 1 16 16 16 16 16 16 16
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PILE ENGTH:feet 30 30 30 30 30 30 30 30 30 30 30 30 30
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ACTU,L TIP ELEV.: i
ACTU,L SURFACE ELEV.
THEO .PILE VOL.(cu.ft.) 41.9 41.9 41.9 41.9 11 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9
ACTU GROUT VOL.(cu.ft.) 49.2 52.5 50.8 51.7 50.8 51.7 50.8 51.7 50.8 63.3 50.8 51.7 51.7
TR I No. 1349 1349 1349 1349 1297 1297 1297 1297 1297 1386 1386 1386 1349
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BATC II TIME 9:15 9:15 9:15 9:15 10:00 10:00 10:00 10:00 10:00 11:01 11:01 11:01 12,00
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No.s IIIROKE 1st 5' 19 21 22 24 19 22 21 22 21 23 21 22 22
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TOTAL 60 64 r62 63 62 63 62 63 62 65 62 63 63
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REINF�!STEEL. TYPE C C I C C C C C C C C C C C
SIZ
E
DEPTH 30 30 30 30 30 30 30 30 30 30 30 30 30
NOTE C=6#6 Bars with lengths and ties In general accordance with plans LEGEND
C= Compression Bar
T= Tension Cage
Addilio lat Comments INSP.PERFORMED BY:
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Grout h lad was approximately 6'-8'for all piles. i
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DISTRIBUTION:
UFA International, nc.
521 NW Enterprise Drive,Port St.Lucie,Florida 34986
Phone:(772)924-3575 Fax:(772)924-3580
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REPORT# 15-0986.02
ORDER M
PERMIT M PUMP No.: Cu.Ft,/STOKE: .82
DATE: 12/21/2016 ON-SITE: OFF-SITE:
TF�NAT�C�P TRAVEL: TOTAL HRS:
PROJECT: Acquavista Development-Lot 6
OWNER:
CONTRACTOR:AJT WEATHER: Clear
PILE CONTRACTOR: B+M Marine TEMP: 80
DRILLING SUPERINT.: WIND: High
ADDRESS: 4440 A1A HUMIDITY: Dry i
CITY: St.Lucie County STATE: FL
PILE i�o.: 25 24 26 34 35 7 6 47#1 5 73 47#2 3 1
PILE LOCATION:
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PILE lAMETER:Inches 16 16 16 16 16 16 16 16 16 16 16 16 16
PILE LENGTH:feet 30 30 30 30 30 30 30 30 30 30 30 30 30
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ACTU,I TIP ELEV.:
ACTU SURFACE ELEV.
THEO 1.PILE VOL.(cu.ft.) 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9 41.9
ACTU 1 GROUT VOL.(cu.ft.) 50.8 51.7 49.2 51.7 50.8 52.5 61.7 60.8 50.0 61.7 52.5 51.7 50.8 f
TRUCiNo. 1349 1349 1349 1349 1364 1364 1364 1364 1364 1361 1361 1361 1361
BATCH TIME 12:00 12:00 12:00 12:00 12:49 12:49 12:49 12:49 12:49 1:51 1:61 1:51 1:51
No.S ROKE 1st5' 22 23 20 22 19 20 22 20 20 22 23 22 22
TOTAL 62 63 60 63 62 64 63 62 61 63 64 63 62
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REINF STEEL. TYPE C C C C C C C C C C C C C
SIZE
DEPTH 30 30 30 30 30 30 30 30 30 30 30 30 30
NOTE I: C=6#6 Bars with lengths and lies in general accordance with plans LEGEND
C= Compression Bar
l Two plies#47 see site map for reference of which hole was drilled first T= Tension Cage
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Additio 'al Comments INSP.PERFORMED BY:
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Grout head was approximately 6'-7'for all piles. i
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DISTRIBUTION:
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GFA
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International, nc.
521 NW Enterprise Drive,Port St.Lucie,Florida 34986
Phone:(772)924-3576 Fax:(772)924-3580
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REPORT# 15-0986.02
ORDER#:
PERMIT#: PUMP No.: Cu.Ft./STOKE: .82
DATE: 12/21/2015 ON-SITE: OFF-SITE:
FRNAOO TRAVEL: TOTAL HRS:
j PROJECT: Acquavista Development-Lot 6
OWNER:
CONTRACTOR: AJT WEATHER: Overcast
PILE CONTRACTOR: B+M Marine TEMP: 80
DRILLING SUPERINT.: WIND: High
ADDRESS: 4440 AlA HUMIDITY: Moderate
CITY: St.Lucie County STATE:FL
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PILE iio.: 37 36 14 15
PILE LOCATION:
PILE 'AMETER:Inches 16 16 16 16
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PILELENGTH:feet 30 30 30 30
ACTW L TIP ELEV.:
ACTUAL SURFACE ELEV.
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THEO i.PILE VOL.(cu.%) 41.9 41.9 41.9 41.9
ACTU �i GROUT VOL.(cu.ft.) 60.8 60.8 52.5 50.8
TRUC iNo. 1438 1438 1438 1438 ,
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BATC iTIME 2:54 2:54 2:54 2:54 I
No.ST DIKE 1st 5' 23 21 23 20 a
�I TOTAL 62 62 64 62
REINF.ISTEEL. TYPE C C C C
SIZE
DEPTH 30 30 30 30
NOTE ) C=6#6 Bars with lengths and ties In general accordance with plans LEGEND
C= Compresslon Bar
II T_ Tension Cage
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Addition i1 Comments INSP.PERFORMED BY:
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Grout he d was approximately 6'-8'for all plies.
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DISTRIBUTION:
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GFA
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International, nc.
521 NW Enterprise Drive,Port St.Lucie,Florida 34986
Phone:(772)924-3575 Fax:(772)924-3580
Soil Nliaclear Gauge Cllent: Project:
- - -_ - - Report#?ate:3l f$f204 -- n tr re-strx�ction-Consutttagrl Lr- 15�9$( 00
— -
Test Method:ASTM D 6938 1769 North Jog.Rd Acquavtsta Development
West Palm Beach,FL 33411 Notth Hutchinson.lsland
rt.St.Ludw , ,
;FBPE GA1J�4930 St.Lucie County, FL
511 NW Enterprise Drive
Port St.W616.FL 149tt6
'Phone,7727924735761Fgm 772-924-3580
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Test.Results;
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Optimum Maximum In Place In'Place Probe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent. Comp.
Test# Of Date Proctor ID Method Classification (%). (pcf) (%) pcf) (in) Compaction Om Remark
4 1126116 P-1 N/A 14.1 108;7 12,8 10132 12 100 95/1.05 Pass
5 1/26/16; P-1 NIA 14.1 108.7 13:2' 10T0 12 Pass
9SI105 Pas
6 1/26116 IDA N/A 1 14.1 1081 131 107 3' 12 99 1 9511.05 Pass
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',Test Information
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Gauge.
Test:# Test.Location Elevation Reference Make/Model SN Fteld Techiilcian. -.
4 Below Slab Grade:Lot No,6 4440 A1A=Foundation Pad,Center+Area 0'-1 Troxler T34.40 27974 Marguart,Matthew
5 Below SIab:Grade:Lot No:6,4440 A1A-Foundation Pad,Notih'east Corner _ 0-1 Troxler T3440 27974, Marquart,Matthew
6 Below Slab Grade:L-ot,No.6,4440 A1A.-Foundation Pad,Southwest Comer 0-1 Troxler T3440.27974 Marquart Matthew
:Comments ` �.KN. Related Tests;
.': ..
Pass:Tests results comply-withspecficatlgns Tests>are Direct Transmission"(Method'A)Mass,probe:depthis,rioted as•Backscatter":
Gauge.calibration data on-file with the testing agency. T.est:# Related Tesf# Test Type
t,6,"6 1--2,;2. ,3,3.-4 4 5 HCP-70+.?95%Compaction BASS.HCP
4,5,
are em l6call correlated tothe relative'densit of,the soil.
2/10(g6
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Donald V11.Moler�P.E.
Y'Professionai'EngineerA64 ;
_ #ate.Of Floods
0�
Test Reports shall not 5e reproduced,ezcepfin full,without t,K,6'written approval-of GFA International Inc.. Page 1 'ofl