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HomeMy WebLinkAboutLetter; Augercast Piling Inspectiontl oq '0 4 d'�~o QUEST Consulting - Engineering - Testing Atlas Construction Company 1375 Marseille Drive Miami Beach, FL 33141 Attention: Mr. Ray Aquit Dear Mr. Aquit: September 25, 2019 RECFzWvlrb OCTOO18 (209 Pere RE: Augercast Piling Inspection sr. IN oun Y Hernandez Residence 5008 Watersong Way — Lot 66 Fort Pierce, Florida QuEST Report No.: J-19324.004 Rev. Pursuant to your request, Quest Engineering Services & Testing, Inc. (QuEST) has performed auger cast pile monitoring and inspections on August 22"d 23`d and 261h at the above referenced project. The purpose of our inspection was to monitor pile installation operations. A total of thirty-eight (38) auger cast piles were installed for the proposed project as they were staked by the surveyor. All piles consisted of fourteen inch (14") diameter auger cast -in -place piles and were drilled to a depth of thirty feet (30') for the planned new residential. As a mutual protection to our clients, the public and ourselves, all reports are submitted for the confidential property of our clients; and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to provide geotechnical services during this phase of the project. If you have any questions regarding the contents of this report please call. Sincerely, Quest Engineering Services & Testing, Inc. ii?-si/ � &eJ . Project Engineer Florida Registration No. 60223 Attachment: Pile Location Plan Pile Logs Quest Engineering Services & Testing, Inc. 2737 NW 19 Street, Pompano Beach, FL 33069 Ph (954) 582 9800 Fax (954) 582 9836 I N QuEST Title: Project: Quest Engineering Services & Testing, Inc. 2737 NW 19th Street Pompano Beach, FL — 33069 Client: Ph (954) 582 9800 Fax (954) 582 9836 I J-19324 PILE LOCATION PLAN Hernandez Residence 5008 Watersong Way — Lot 66 Fort Pierce, Florida Atlas Construction Company RJ I 1 of 1 Augercast Pile Scale NTS evasion Date Project Name: Project No.: Inspected By: Date: Grout Strength: Supplier: AUGERCAST PILE INSTALLATION MONITORING LOG Hernandez Residence - 5008 Watersong Way - Lot 66 J-19324.001 Arash Javidan 08/22/19 Page 1 of 1 5000 Titan City: Permit No.: Owner: General Contractor: Piling Contractor: Fort Pierce, Florida (34949) Atlas Construction Company ,g � ,A Pile �1 4 `; 11 . -14 }� 1 2 3 4 5 6 7 8 14 14 14 14 14 14 14 14 >Desi nkPileLe�ngth'O 30 30 30 30 30 30 30 30 sta�letlFileLength�(ft) T, 30 30 30 30 30 30 30 30 eoreticalilelol�(=ft3) 32.07 32.07 32.07 32.07 32.07 32.07 32.07 32.07 Noof St ok sk - , 85 76 74 73 95 91 83 92 PNump Cons(++ft str+) 0.560 0.560 0.560 0.560 0.560 0.560 0.560 0.560 Prgu 47.60 42.56 41.44 40.88 53.20 50.96 46.48 51.52 1.48 EGr�ot�ac�or„� 1.33 1.29 1.27 1.66 1.59 1.45 1.61 Grouj�d Ele a� n�(�tg�� i. 0 ockz®epthr() ,Rock Socket�Length��(ft)�.:� - �lleather��,s^� Sunny Sunny Sunny Sunny Sunny Sunny Sunny Sunny �RerpaksTek No�� 1565 1443 1443 1443 1618 1618 1618 1618 Comments Note: Ful Length Rebar cage consists of: Five #6 with #3 Ties 0- 6" o c for 25' and 12" o c for the Remaining QuEST Project Name: Project No.: Inspected By: Date: Grout Strength: Supplier: AUGERCAST PILE INSTALLATION MONITORING LOG Hernandez Residence - 5008 Watersong Way - Lot 66 J-19324.002 Arash Javidan / W. Fernandez 08/23/19 Page 1 of 3 5000 Titan City: Permit No.: Owner: General Contractor: Piling Contractor: Fort Pierce, Florida (34949) Atlas Construction Company Ride41 9 10* 11 12 13 14* 15 14 �Pile�Dia(Inches)a, 14 14 14 14 14 14 14 Desagri PileLen t 'lift ( ) 30 g. 30 30 30 30 30 30 30 �I+^r�stalletdPileLength(�ft) 30 30 30 30 30 30 30 30 TheoreticalPi"IeVVol(sft a) 32.07 32.07 32.07 32.07 32.07 32.07 32.07 32.07 Noaf�Strokes:x a� ski �967 68 67 70 71 68 69 68 m -6 haft%str� , p O IV 0.560 0.560 0.560 0.560 0.560 0.560 0.560 0.560 G outC ' s� rrjp'on(fr 37.52 G�routFactof�x��� 38.08 37.52 39.20 39.76 38.08 38.64 38.08 1.17 1.19 1.17 1.22 1.24 1.19 1.20 1.19 w ouli�E eV tion�i't' fa. Rock?®ettiAM,�u 1 LR ckS cke#l.egth(ft) - �Weahe4 FRemaks Sunny Sunny Sunny Sunny Sunny Sunny Sunny Sunny 1386 vrukN 1463 1463 1463 1463 1463 1386 1386 Comments: * Blowout / ** Re -drill Note: Ful Length Rebar cage consists of: Five #6 with #3 Ties (g_ 6" o c for 25' and 12" o c for the Remaining QuEST Project Name: Project No.: Inspected By: Date: Grout Strength: Supplier: AUGERCAST PILE INSTALLATION MONITORING LOG Hernandez Residence - 5008 Watersong Way - Lot 66 J-19324.002 W. Fernandez 08/23/19 Page 2 of 3 5000 Titan City: .Permit No.: Owner: General Contractor: Piling Contractor: Fort Pierce, Florida (34949) Atlas Construction Company ilel ti M1 x`;} p 16 ** 17 10 18 19 20 21 22 �PiJe®ia(Inch'es) 14 14 14 14 14 14 14 14 DesignPil� =eng,nt(ft) 30 -30 30 30 30' 30 30 30 IstalletlPtleLength (�t) 30 30 30 30 30 30 30 30 Tyieejieal Pi a Volk (ft ) 32.07 32.07 32.07 32.07 32.07 32.07 32.07 32.07 _ M �,� " 68 ,NoofStr�o�Ces� 68 69 68 69 67 68 67 iK3¢t yk r3 `R f'umpConst(,ft/str)� 0.560 0.560 0.560 0.560 0.560 0.560 0.560 0.560 wtCo„r.sur�ton�(,ft,) 38.08 38.08 38.64 38.08 38.64 37.52 38.08 37.52 Grqut`�Fac£or�y4 1.19 1.19 1.20 1.19 1.20 1.17 1.19 1.17 rotytnd � e�ation(ftj�_� FG, Rock Depth(ft)41, iR, oak Socket Lengthaft�- C^4" Weather��5��"fit Sunny Sunny Sunny Sunny Sunny Sunny Sunny Sunny Resmarks'Tr1ukNo, _ 1386 1836 ' 1836 1556 1556 1556 1556 1556 Comments: * Blowout / ** Re -drill Note: Ful Length Rebar cape consists of: Five #6 with #3 Ties n 6" o c for 25' and 12" o c for the Remaining QUEST Project Name: Project No.: Inspected By: Date: Grout Strength: Supplier: AUGERCAST PILE INSTALLATION MONITORING LOG Hernandez Residence - 5008 Watersong Way - Lot 66 J-19324.002 W. Fernandez 08/23/19 Page 3 of 3 5000 Titan City: Permit No.: Owner: General Contractor: Piling Contractor: Fort Pierce, Florida (34949) Atlas Construction Company xn " ���"' 23* 24 25 26 27 28 29 23** '-ass' 61515,01 nches , '5510sinnmPil 14 14 14 14 14 14 14 14 Length (ft) „. 30 30 30 30 30 30 30 30 IrstAaIledP_iil''eLength(fit) 30 30 30 30 30 30 30 30 62 ij.Y"YYX��n�CF�1 M Th�$eoreticl�le�Vol�(ft 32.07 32.07 32.07 32.07 32.07 32.07 32.07 32.07 MT M �No of Stroke;I M. 77 , .. �a 66 68 70 67 71 69 67 4Purnp�Cons (aft</st )` 0.560 0.560 0.560 0.560 0.560 0.560 0.560 0.560 1 t4 Got Consurrtpton(�ft)� 43.12 36.96 38.08 39.20 37.52 39.76 38.64 37.52 GroktFaor�� �34�i$, 1.34 :. 1.15 1.19 1.22 1.17 1.24 1.20 1.17 Alu � le*yatio� :. 40Grou.und %4 yNhaC{Sf*-.J.ya •-yw'F itjld It},'v Racks®eMpth(ft); ,Rock`�Socket�: ength,�(ft)° Weather�x,��4�� Sunny � Sunny Sunny Sunny Sunny Sunny Sunny Sunny 1364 1364 1364 Mr's STruck or X �-eWX 1556 1556 1364 1364 1364 comments: * Blowout / ** Re -drill Note: Ful Length Rebar cane consists of Five #6 with #3 Ties (a 6" o c for 25' and 12" o c for the Remaining QUEST Project Name: Project No.: Inspected By: Date: Grout Strength: Supplier: AUGERCAST PILE INSTALLATION MONITORING LOG Hernandez Residence - 5008 Watersong Way - Lot 66 J-19324.003 W. Fernandez 08/26/19 Page 1 of 2 5000 Titan City: Permit No.: Owner: General Contractor: Piling Contractor: Fort Pierce, Florida (34949) Atlas Construction Company Pi`le'�Ip12 30 31 * 32 33 34 35 36 37 MR 0P�Je®ia(Ince$�,� "`.i'£'y 14 14 14 14 14 14 14 14 `Ly`.'F.E t47.+,�4it^b anifi4t 3 DesignPileLengthi(ft 30 30 30 30 30 30 30 30 InsfaledPiJ�Ln(ft) 30 30 30 30 30 30 30 30 �Theore#ical Pile1/oj (ft) 32.07 32.07 32.07 32.07 32.07 32.07 32.07 32.07 iNoo5trokes 70 ` 72 71 73 77 71 72 74 /str 0.560 LPurnpCanst(�ft 0.560 0.560 0.560 0.560 0.560 0.560 0.560 39.20 40.32 39.76 40.88 EM 43.12 39.76 40.32 41.44 or, 1.22 1.26 1.24 1.27 1.34 1.24 1.26 1.29 GZO Ids �rou�dElevat 25 �Roc�k Socket�L�er�gth�(,ftj ;UUeatf�er� Sunny Sunny Sunny Sunny Sunny Sunny Sunny Sunny 1460 1460 1460 fRTuckNo 1460 1460 1460 1424 1424 Comments: * Blowout / ** Re -drill Note: Ful Length Rebar cage consists of: Five #6 with #3 Ties CcD 6" o c for 25' and 12" o c for the Remaining QUEST Project Name: Project No.: Inspected By: Date: Grout Strength: Supplier: AUGERCAST PILE INSTALLATION MONITORING LOG Hernandez Residence - 5008 Watersong Way - Lot 66 J-19324.003 W. Fernandez 08/26/19 Page 2 of 2 5000 Titan City: Permit No.: Owner: General Contractor: Piling Contractor: Fort Pierce, Florida (34949) Atlas Construction Company N? e ID��s�° 38 ** 6Fi Tamil®ia,(!I;ncbe�s)� 31 14 14 Desig P_eLen9t�i'(,ft 30 30 {nsta�ledPileLength)(ft)� 30 30 Theo"2,*' Y3Yn tical0,'ile V�ol4 (;ft 32.07 32.07 toof{StroKess� 71 73 PumpCon�st,(ft/str�), 0.560 0.560 CrowtConsumption(ft) 39.76 40.88 wM'v Grout,�ctor� �� 1.24 1.27 ro n, ii trori (ft ; � _ _d? Rock DeptIL(rft)� Rock Socl�et�Length�,ft<) :Weather, � Sunny Sunny 10 '"a „Rerin�ksTruckNo 1424 1424 Comments: * Blowout / ** Re -drill Note: Ful Length Rebar cage consists of Five #6 with #3 Ties (o), 6" o c for 26' and 12" o c for the Remaininq QUEST