The URL can be used to link to this page

Home My WebLink AboutNE - ENGINEERINGV v c v E c 0 C W C c 0 V N a c v c rn c Y v o, c QJ v C 0) c W �o ai c 0 u Y N c 0 70, c V E s U v 0 Q) v 0 Nutting UNIONS of Florida Inc. I Established 1967 Your Project is Our Commitment September 13, 2012 Mr. Rich Barnes Bodax Foundations, Inc. 1101 NW 55`h Street Ft. Lauderdale, Florida 33309 SCANNED BY St. Lucie County Subject: Report of Augercast Pile Installation Monitoring Steger Residence and Pool 8316 South Ocean Drive Hutchinson Island, Port St. Lucie, Florida Dear Mr. Barnes: 1310 Neptune Drive Boynton Beach, Florida 33426 561-736-4900 Toll Free: 877-NUTTING (688-8464) Fax: 561-737-9975 Broward 954-941-8700 St. Lucie 772-408-1050 Miami -Dade 305-557-3083 www.nuttingengineers.com Nutting Engineers of Florida, Inc. (NE) has completed observation of augercast piling operations for the proposed residence at the subject site. Bodax Foundations, Inc. installed cast -in -place augured piles for support of the proposed residence, pool, and pool deck. Bodax Foundations, Inc. installed a total of 166, 16-inch diameter and 14-inch diameter augercast piles for the project. The piles were installed from August 29, 2012 to September 11, 2012. The pile size, capacity, and depth recommendations were based upon a Geotechnical Exploration prepared by A.M. Engineering and Testing for Phoenix Realty Homes, Inc. dated December 14, 2010. The pile installation characteristics of each pile are presented in the attached Pile Installation Data. Identification of each pile location followed by the pile number is shown on the Pile Location Plans attached. Each pile record in the attached summary tables shows the following information: ) F F I C E S 'alm Beach Aiami-Dade 1t. Lucie ■ RECORD NUMBER IN CHRONOLOGICAL ORDER ■ THE PILE NUMBER (AS FOUND ON ATTACHED PLANS) ■ THE DIAMETER OF THE PILE ■ THE LENGTH OF PILE FROM GROUND SURFACE TO TIP ■ THE THEORETICAL VOLUME OF GROUT FOR THE PILE ■ THE NUMBER OF PUMP STROKES FOR THE PILE ■ THE ACTUAL VOLUME OF GROUT FOR THE PILE ■ THE GROUT FACTOR ■ THE DATE OF INSTALLATION 1 0 ■ THE REINFORCEMENT TYPES ■ AND GENERAL COMMENTS AS NEEDED The drilling operations were monitored in the field by our field engineer and inspector in order to approximately determine the type of material being penetrated. This identification was done based on the augering time, the materials received during the drilling operations and the relative hardness of the soils/rocks as indicated by the vibration or "chattering" of the hydraulic lines. We note that separate pile plans and separate pile numbers were provided in the attachment section of this report for the main residence differing from the pool and pool deck. The main residence piles consisted of a total of 133, 16-inch diameter augercast piles. Due to improper layout of pile number 14 and 77, two additional piles were installed at the corrected layout location. Because of this 135 piles were recorded for the main residence. The main residence piles were designed for an allowable compressive capacity of 30 tons. The piles were installed for the specified capacity as required by the structural specifications. The pool and pool deck piles consisted of a total of 31, 14-inch diameter augercast piles. The pool deck piles were designed for an allowable compressive capacity of 5 tons, while the pool piles were designed for an allowable compressive capacity of 15 tons. The piles were installed for the specified capacity as required by the structural specifications. We note that as indicated on the structural plans, the nine pool piles were installed at an approximate 15-degree batter angle. The pile was placed at the survey elevation and battered at that location as well. All piles for the residence, pool and pool deck were installed to a depth of twenty-seven feet below the existing ground surface which was at an approximate elevation of +9 NGVD. The piles were installed at existing ground surface elevations. Generally, during the installation of the piles, easy drilling was observed from the ground level to approximately ten to fifteen feet. Below ten to fifteen feet medium drilling conditions was encountered for the remaining depth of the pile. All house piles received a steel cage consisting of six (6) #6 reinforcing steel bars with #3 ties spaced 10 inches from center to center the full length of the pile as stated in the structural specifications. All pool and pool deck piles received a steel cage consisting of four (4) #5 reinforcing steel bars with #3 ties spaced 12 inches from center to center the full length of the pile as stated in the structural specifications. Upon completion of this inspection process, and review of the recorded data, it is our opinion that the augercast piles for the main residence attained the required design compressive capacity of 30 tons, the pool piles attained the required design compressive capacity of 15 tons, and the pool deck piles attained the required design compressive capacity of 5 tons. The piles that were presently installed were constructed in substantial compliance with the plans and specifications. Nutting 1130 Engineers of Florida Inca Established 1967 2 ki S We note that it was monitored and ensured that the piles began installation at the survey locations provided in the field. If during drilling operations it was discovered that gross deviations from original locations have occurred, the deviation was attempted to be rectified. Nutting Engineers is not responsible for minor deviations which have occurred during drilling operations, along with incorrect surveyed pile locations during piling installation. Our client for this project was: Mr. Rich Barnes Bodax Foundations, Inc. 1101 NW 551h Street Ft. Lauderdale, Florida 33309 The contents of this report are for the exclusive use of the client, the client's design & construction team and governmental authorities for this specific project exclusively. Information conveyed in this report shall not be used or relied upon by other parties or for other projects without the expressed written consent of NE. We appreciate this opportunity to work with you on this project and look forward to completing this and future projects with you. Should you have any questions or if we can be of any further assistance, please contact us at your convenience. Respectfully Submitted, NUTTING ENGINEERS OF FLORIDA, INC. Richard C. Wohlfarth, E. Director of Engineering Attachments: Residence Pile Location Plan Residence Pile Installation Data Pool and Pool Deck Pile Location Plan Pool and Pool Deck Pile Installation Data LTR BODAX STEGER 8316 S-OCN HUTCHINSON RES AND POOL ACP CEG Nutting Engineers of Florida Inch Established 1967 40�) P.E. #69947 ' rr.�+��oMran. �GAt(�z Pr oErel�m a�an�e oeraa as -3 I�f 1�lFl�li-m 11�IIIIII ®dlllllnll 11 II �� A I G�� T '�Aas f K 9l �p FOUN�ATIONv�LAN ` P4 u» Pa kwlT Ri I aNvbvil lyr¢a ow n _�� BODAX FOUNDATIONS STEGER RESIDENCE AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. -Kedotu. kid 7-7 oretIG 11;0:�1411 UTP R VOU e�o A 4rouj'- 1Z 1 48 16.0 27 37.7 110 51.7 1.37 08/30/12 2 52 16.0 27 37.7 ill 52.2 1.38 08/30/12 3 55 16.0 27 37.7 1 107 50.3 1 1.33 08/30/12 4 35 16.0 27 37.7 154 72.4 1.92 08/30/12 Redrill 5 43 16.0 27 37.7 147 69.1 1.83 08/30/12 Redrill 6 59 16.0 27 37.7 108 50.8 1.35 08/30/12 7 40 16.0 27 37.7 104 48.9 1.30 08/30/12 8 46 16.0 27 37.7 103 48.4 1.28 08/30112 9 50 16.0 27 37.7 109 51.2 1.36 08/30/12 10 53 16.0 1 27 37.7 108 50.8 1.35 08/30/12 11 57 16.0 27 37.7 107 503 1.33 08130/12 12 33 16.0 2737.7 108 50.8 1.35 08/30/12 1 13 41 16.0 27 1 37.7 110 51.7 1.37 08/30/12 14 87 16.0 27 37.7 108 50.8 1.35 08/31/12 1 15 79 16.0 27 37.7 109 51.2 1.36 08/31/12 16 91 16.0 27 37.7 112 52.6 1.40 08/31/12 17 83 16.0 27 37.7 ill 52.2 1.38 08/31/12 18 96 16.0 27 37.7 106 49.8 1.32 08/31/12 19 44 16.0 27 37.7 112 52.6 1.40 08/31/12 20 45 16.0 27 37.7 113 53.1 1.41 08/31/12 21 49 16.0 27 1 37.7 ill 1 52.2 1.38 08131/12 22 56 16.0 27 37.7 108 50.8 1.35 08/31/12 1 23 60 16.0 27 37.7 109 51.2 1.36 08/31/12 24 89 16.0 27 37.7 104 48.9 1.30 08/31112 25 81 16.0 27 37.7 109 51.2 1.36 08/31/12 26 93 16.0 27 37.7 108 60.8 1.35 08/31/12 27 94 16.0 27 37.7 110 51.7 1.37 08/31/12 28 1 85 16.0 27 37.7 145 68.2 1.81 08/31/12 Redrill 29 34 16.0 27 37.7 106 1 49.8 1.32 08/31/12 30 47 16.0 27 37.7 118 55.5 1.47 08/31/12 31 51 16.0 27 37.7 110 51.7 1.37 08131/12 32 54 16.0 27 37.7 120 56.4 1.50 08/31/12 33 58 16.0 27 37.7 107 50.3 1.33 08131112 34 42 16.0 27 37.7 109 51.2 1.36 08/31/12 35 36 16.0 27 37.7 176 82.7 2.19 08131/12 Redrill 36 37 16.0 27 37.7 112 52.6 1.40 08/31/12 37 99 16.0 27 37.7 118 55.5 1.47 08/31/12 38 90 16.0 27 37.7 119 55.9 112 08I31/12 39 82 16.0 27 1 37.7 1 116 54.5 145 1 5 F/3'/12 40 86 16.0 27 1 37.7 1 115 54.1 1.43 1 08/31/12 IleNutting Engineers of Florida Inc. I Established 1967 *4 �) BODAX FOUNDATIONS STEGER RESIDENCE AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. PI Ptfe, Pile PQ „-Remarks ; 41 78 16.0 27 37.7 162 76.1 2.02 08/31/12 42 104 16.0 27 37.7 105 49.4 1.31 08/31/12 43 95 16.0 27 37.7 114 53.6 1.42 08/31/12 44 98 16.0 27 37.7 105 49.4 1.31 08/31/12 45 84 16.0 27 37.7 125 58.8 1.56 08/31/12 46 92 16.0 27 37.7 185 87.0 2.31 08131/12 RedrilF 47 88 16.0 27 37.7 107 50.3 1.33 08/31/12 48 80 16.0 27 37.7 103 48.4 1.28 08/31/12 49 101 16.0 27 37.7 118 55.6 1.47 09/04/12 50 103 16.0 27 37.7 113 53.1 1.41 09/04/12 51 70 16.0 27 37.7 115 54.1 1.43 09/04/12 52 66 16.0 27 37.7 ill 52.2 1.38 09/04/12 53 62 16.0 27 37.7 112 52.6 1.40 09104/12 54 39 16.0 27 37.7 109 51.2 1.36 09/04/12 55 97 16.0 27 37.7 107 50.3 1.33 09/04/12 56 100 16.0 27 37.7 1 116 54.5 1 1.45 09/04/12 1 57 105 16.0 27 37.7 106 49.8 1.32 09/04112 58 72 16.0 27 37.7 104 48.9 1.30 09/04/12 69 68 16.0 27 37.7 ill 52.2 1.38 09/04/12 60 64 16.0 27 37.7 107 50.3 1.33 09/04/12 61 38 16.0 27 37.7 104 48.9 1.30 09/04/12 62 107 16.0 27 37.7 105 49.4 1.31 09/04/12 63 110 16.0 27 37.7 113 53.1 1.41 09/04/12 64 131 16.0 27 37.7 1 ill 52.2 1 1.38 09/04/12 65 102 16.0 27 37.7 121 56.9 1.51 09/04/12 66 69 16.0 27 37.7 107 50.3 1.33 09/04/12 67 67 16.0 27 37.7 114 53.6 1.42 09/04/12 68 63 16.0 27 37.7 164 77.1 2.04 09/04/12 Redrill 69 71 16.0 27 37.7 106 49.8 1.32 09/04112 70 1 65 16.0 1 27 37.7 107 50.3 1.33 09/04/12 71 61 16.0 27 37.7 108 50.8 1.35 09/05/12 72 77 16.0 27 37.7 115 54.1 1 1.43 09/05/12 73 ill 16.0 27 37.7 112 52.6 1.40 09/05/12 74 113 16.0 27 37.7 106 49.8 1.-32- 09/05/12 75 30 16.0 27 37.7 105 49.4 1.31 09/05/12 76 8 16.0 27 37.7 103 48.4 1.28 09/05/12 77 9 16.0 27 37.7 108 50.8 1.35 09/05/12 78 1 13 16.027 37.7 110 51.7 1.37 1 09/05/12 79 17 1 i6�6 27 37.7 114 53.6 1.42 09/05/12 86 21 1 16.0 27 1 37.7 1 168 1 79.0 1 2.09 09105/12 -tN Nutting iliaEngineers of Florida Inc. 1 Established 1967 BODAX FOUNDATIONS STEGER RESIDENCE AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. �s}d'.P!ke t zt.' s 71"hepittle. wqlyme'�' "iyl RA, 81 28 16.0 27 37.7 111 52.2 1.38 09/05/12 82 106 16.0 27 37.7 107 50.3 1.33 09/05/12 83 112 16.0 27 37.7 108 50.8 1.35 09/05/12 84 6 16.0 27 37.7 116 54.5 1.45 09/05/12 85 133 16.0 27 37.7 156 73.3 1.94 09/05/12 Redrill 86 108 16.0 27 37.7 106 49.8 1.32 09/05/12 87 109- 16.0 27 37.7 108 50.8 1.35 09/05/12 88 5 16.0 27 37.7 116 64.5 1.45 09/05/12 89 11 16.0 27 37.7 148 69.6 1.85 09/05/12 90 15 16.0 27 37.7 106 49.8 1.32 09/05/12 91 19 16.0 1 27 37.7 127 59.7 1.58 09/05/12 92 22 16.0 27 37.7 118 55.5 1.47 09/05/12 93 26 16.0 27 37.7 106 49.8 1.32 09/05/12 94 132 16.0 27 37.7 107 50.3 1.33 09/05/12 95 7 16.0 27 37.7 ill 52.2 1.38 09/05/12 96 10 16.0 27 37.7 109 51.2 1.36 09/05/12 97 16 16.0 27 37.7 110 61.7 1.37 09/05/12 98 20 16.0 27 37.7 160 75.2 1.99 09/05/12 Redrill 99 24 16.0 1 27 37.7 116 54.5 1.45 09/05/12 100 27 16.0 27 37.7 141 66.3 1.76 09/05/12 101 25 16.0 27 317 110 51.7 1.37 09/05/12 102 18 120 27 37�7 1 117 55.0 1.46 09/05/12 103 23 16�6 27 1 37.7 1 107 60.3 1.33 09/05/12 104 77-A 16.0 27 37.7 102 47.9 1.27 09/10/12 Relocated Pile 105 1 16.0 27 37.7 103 48.4 1.28 09/10/12 106 14 16.0 27 37.7 117 55.0 1.46 09/10/12 107 31 16.0 27 37.7 109 51.2 1.36 09/10/12 108 75 16.0 27 37.7 152 71.4 1.90 09/10/12 109 1 3 16.0 27 37.7 107 50.3 1.33 09/10/12 110 118 16.0 27 37.7 112 52.6 1.40 09110/12 ill 115 16.0 27 37.7 1 115 54.1 1.43 09/10/12 112 12 16.0 27 37.7 112 52.6 1.40 09/10/12 113 29 16.0 27 37.7 122 57.3 1.52 09110/12 114 73 16.0 27 37.7 106 49.8 1.32 09/10/12 115 122 16.0 27 37.7 ill 52.2 1.38 09/10/12 116 2 16.0 27 37.7 146 68.6 1.82 09/10/12 117 32 16.0 27 37.7 120 56.4 1.50 09/10/12 118 14-A 16.0 27 1 37.7 127 59.7 1.58 09/10/12 Relocated Pile 119 14 16�0 2737 7 112 52.6 1.40 09/10/12 120 4 1661 27 37�7 108 50.8 1.35 09/10/12 121 116 16.0 1 27 37.7 108 50.8 1.35 09/10/12 Nutting rEngineers 3le of Florida Inc.1 Established 1967 BODAX FOUNDATIONS STEGER RESIDENCE AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. .'ReCOM"', r, No122 'Pile 10110. File qla -Vx 130 16.0 27 37.7 110 51.7 1.37 09110/12 123 76 16.0 27 37.7 108 50.8 1.35 09/10/12 jL 24 120 16.0 1 27 37.7 109 51.2 1.36 09/10/12 125 125 16.0 27 37.7 105 49.4 1.31 09111/12 126 127 16.0 27 37.7 126 59.2 1.57 09/11/12 127 128 16.0 27 37.7 107 50.3 1.33 09/11/12 128 117 16.0 27 37.7 112 52.6 1.40 09/11/12 129 121 16.0 27 37.7 106 49.8 1.32 09/11/12 130 114 16.0 27 37.7 113 53.1 1.41 09/11/12 131 124 16.0 27 37.7 114 53.6 1.42 09/11/12 132 129 1 16.0 27 37.7 1 106 49.8 1.32 09/11/12 133 1 16.0 27 37.7 107 50.3 1.33 29/11/12 i Y4 119 16.0 27 37.7 112 52.6 1.40 09/11712 135 123 16.0 27 37.7 113 53.1 1.41 09/11/12 Total linear feet drilled 3645 Total Grout (yd') 271 Minimum depth drilled 27 Maximum depth drilled 27 PILE LOG BODAX STEGER 8316 S-OCN HUTCHINSON ACP )Nulling Engineers of Florida Inc.] Established 1967 4t� ?c �;: [.z i BODAX FOUNDATIONS STEGER RESIDENCE POOL AND DECK AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. "curer MUM r 1 5 14.0 27 28.9 90 42.3 1.47 08/29/12 2 3 14.0 27 28.9 108 50.8 1.76 08/29/12 Redrill 3 29 14.0 27 28.9 89 41.8 1.45 08/29/12 4 10 14.0 27 28.9 116 54.5 1.89 08/29/12 Redrill 5 14 14.0 27 28.9 90 42.3 1.47 08/29/12 6 8 14.0 27 28.9 90 42.3 1.47 08/29/12 7 2 14.0 27 28.9 102 47.9 1.66 08/29/12 8 1 14.0 27 28.9 106 49.8 1.73 08/29/12 9 7 14.0 27. 28.9 91 42.8 1.48 08/29/12 10 4 14.0 27 28.9 86 40.4 1.40 08/29/12 11 6 14.0 274 28.9 92 43.2 1 1.50 08/29112 12 21 14.0 27 28.9 87 40.9 1.42 08/29/12 13 17 14.0 27 28.9 141 66.3 2.30 08/29/12 Redrill 14 22 140 27 28.9 140 65.8 2.28 08/29/12 Redrill 15 23 1�0 27 28.9 87 40.9 1.42 08/29112 16 11 14.0 27 28.9 94 44.2 1.53 08130/12 17 9 14.0 27 28.9 188 88.4 3.06 08/30/12 Redrill X 3 18 30 14.0 27 28.9 98 46.1 1.60 08/30/12 19 25 14.0 27 28.9 95 44.7 1.55 08/30/12 20 24 14.0 27 28.9 130 61.1 2.12 08/30/12 Redrill 21 18 14.0 27 28.9 152 71.4 2.48 08/30/12 Redrill 22 15 14.0 27 28.9 91 42.8 1.48 08/30/12 23 16 14.0 1 27 28.9 1 84 39.5 1 1.37 08/30/12 1 24 13 14.0 27 28.9 104 48.9 1.69 08/30/12 25 12 14.0 27 28.9 90 42.3 1.47 08/30/12 26 28 14.0 27 28.9 101 47.5 1.64 08/30/12 27 20 14.0 27 28.9 93 43.7 1.61 08/30/12 28 26 14.0 27 28.9 86 40.4 1.40 08/30/12 29 19 14.0 27 28.9 91 42.8 1.48 08/30/12 30 1 27 14.0 27 28.9 91 42.8 8 11 442 "2 1/32.�/1122 31 31 1 14.0 27 L1291 7 109 Total linear feet drilled 837 TO Grout (78d) 5t Minimum depth drilled 27 Maximum depth drilled 27 PILE LOG BODAX STEGER 8316 S-OCN HUTCHINSON pool ACP Nulling Engineers of Florida Inc. I Established 1967 fr' Ing y ` m RI > yT �� `j y, ' I,i it y 1 e rs of Florida Inc. I Established 1967 Your Project is Our Commitment Y tG September 13, 2012 Mr. Rich Barnes Bodax Foundations, Inc. 1101 NW 55 h Street Ft. Lauderdale, Florida 33309 1310 Neptune Drive Boynton Beach, Florida 33426 561-736-4900 Toll Free: 877-NUTTING (688-8464) Fax: 561-737-9975 Broward 954-941-8700 St. Lucie 772-408-1050 Miami -Dade 305-557-3083 www.nuttingengineers.com S�gNN� at . CUcigcoU1741 Subject: Report of Augercast Pile Installation Monitoring Steger Residence and Pool 8316 South Ocean Drive Hutchinson Island, Port St. Lucie, Florida Dear Mr. Barnes: Nutting Engineers of Florida, Inc. (NE) has completed observation of augercast piling operations for the proposed residence at the subject site. Bodax Foundations, Inc. installed cast -in -place augured piles for support of the proposed residence, pool, and pool deck. Bodax Foundations, Inc. installed a total of 166, 16-inch diameter and 14-inch diameter augercast piles for the project. The piles were installed from August 29, 2012 to September 11, 2012. The pile size, capacity, and depth recommendations were based upon a Geotechnical Exploration prepared by A.M. Engineering and Testing for Phoenix Realty Homes, Inc. dated December 14, 2010. The pile installation characteristics of each pile are presented in the attached Pile Installation Data. Identification of each pile location followed by the pile number is shown on the Pile Location Plans attached. Each pile record in the attached summary tables shows the following information: i. ) F F I C E S 'aim Beach Alami-Dade ,t. Lucie ■ RECORD NUMBER IN CHRONOLOGICAL ORDER ■ THE PILE NUMBER (AS FOUND ON ATTACHED PLANS) ■ THE DIAMETER OF THE PILE ■ THE LENGTH OF PILE FROM GROUND SURFACE TO TIP ■ THE THEORETICAL VOLUME OF GROUT FOR THE PILE ■ THE NUMBER OF PUMP STROKES FOR THE PILE ■ THE ACTUAL VOLUME OF GROUT FOR THE PILE ■ THE GROUT FACTOR ■ THE DATE OF INSTALLATION 1 ■ THE REINFORCEMENT TYPES ■ AND GENERAL COMMENTS AS NEEDED The drilling operations were monitored in the field by our field engineer and inspector in order to approximately determine the type of material being penetrated. This identification was done based on the augering time, the materials received during the drilling operations and the relative hardness of the soils/rocks as indicated by the vibration or "chattering" of the hydraulic lines. We note that separate pile plans and separate pile numbers were provided in the attachment section of this report for the main residence differing from the pool and pool deck. The main residence piles consisted of a total of 133, 16-inch diameter augercast piles. Due to improper layout of pile number 14 and 77, two additional piles were installed at the corrected layout location. Because of this 135 piles were recorded for the main residence. The main residence piles were designed for an allowable compressive capacity of 30 tons. The piles were installed for the specified capacity as required by the structural specifications. The pool and pool deck piles consisted of a total of 31, 14-inch diameter augercast piles. The pool deck piles were designed for an allowable compressive capacity of 5 tons, while the pool piles were designed for an allowable compressive capacity of 15 tons. The piles were installed for the specified capacity as required by the structural specifications. We note that as indicated on the structural plans, the nine pool piles were installed at an approximate 15-degree batter angle. The pile was placed at the survey elevation and battered at that location as well. All piles for the residence, pool and pool deck were installed to a depth of twenty-seven feet below the existing ground surface which was at an approximate elevation of +9 NGVD. The piles were installed at existing ground surface elevations. Generally, during the installation of the piles, easy drilling was observed from the ground level to approximately ten to fifteen feet. Below ten to fifteen feet medium drilling conditions was encountered for the remaining depth of the pile. All house piles received a steel cage consisting of six (6) #6 reinforcing steel bars with #3 ties spaced 10 inches from center to center the full length of the pile as stated in the structural specifications. All pool and pool deck piles received a steel cage consisting of four (4) #5 reinforcing steel bars with #3 ties spaced 12 inches from center to center the full length of the pile as stated in the structural specifications. Upon completion of this inspection process, and review of the recorded data, it is our opinion that the augercast piles for the main residence attained the required design compressive capacity of 30 tons, the pool piles attained the required design compressive capacity of 15 tons, and the pool deck piles attained the required design compressive capacity of 5 tons. The piles that were presently installed were constructed in substantial compliance with the plans and specifications. Nutting 11E Enginsegs of Florida Inca Established 1967 2 We note that it was monitored and ensured that the piles began installation at the survey locations provided in the field. If during drilling operations it was discovered that gross deviations from original locations have occurred, the deviation was attempted to be rectified. Nutting Engineers is not responsible for minor deviations which have occurred during drilling operations, along with incorrect surveyed pile locations during piling installation. Our client for this project was: Mr. Rich Barnes Bodax Foundations, Inc. 1101 NW 55s' Street Ft. Lauderdale, Florida 33309 The contents of this report are for the exclusive use of the client, the client's design & construction team and governmental authorities for this specific project exclusively. Information conveyed in this report shall not be used or relied upon by other parties or for other projects without the expressed written consent of NE. We appreciate this opportunity to work with you on this project and look forward to completing this and future projects with you. Should you have any questions or if we can be of any further assistance, please contact us at your convenience. Respectfully Submitted, NUTTING ENGINEERS OF FLORIDA, INC. Richard C. Wohlfarth, E. Director of Engineering Attachments: Residence Pile Location Plan Residence Pile Installation Data Pool and Pool Deck Pile Location Plan Pool and Pool Deck Pile Installation Data LTR BODAX STEGER 8316 S-OCN HUTCHINSON RES AND POOL ACP CEG Nutting r3le Engineers of Florida Inch Established 1967 P.E. #69947 S1 BODAX FOUNDATIONS STEGER RESIDENCE AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. '"u uld�! k Q T I I , I - I g- of -," �4� F -�4% 'Iftfilid W, - -1, - --fi �sl ma z-13 1 48 16.0 27 37.7 110 51.7 1.37 08130/12 2 52 16.0 27 37.7 Ill 52.2 1.38 08/30/12 3 55 16.0 1 27 37.7 107 50.3 1 1.33 08/30/12 1 4 35 16.0 27 37.7 154 72.4 1.92 08/30/12 Redrill 5 43 16.0 27 37.7 147 69.1 1.83 08/30/12 Redrill 6 59 16.0 27 37.7 108 50.8 1.35 08/30/12 7 40 16.0 27 37.7 104 48.9 1.30 08/30/12 8 46 16.0 27 37.7 103 48.4 1.28 08/30/12 9 50 16.0 27 37.7 109 51.2 1.36 08130/12 10 53 16.0 27 37.7 108 50.8 1.35 1 08/30/12 11 57 16.0 27 37.7 101 50.3 3 153 1.33 130/1 12 33 16.0 27 37.7 168 56g 1.35 5 08/30/12 13 41 16.0 1 27 37.7 110 51.7 1.37 08/30/12 14 87 16.0 27 37.7 108 50.8 1.35 08/31/12 15 79 16.0 27 37.7 109 51.2 1.36 08/31/12 16 91 16.0 27 37.7 112 62.6 1.40 08/31/12 17 83 16.0 27 37.7 ill 52.2 1.38 08/31/12 18 96 16.0 27 37.7 106 49.8 1.32 08/31/12 19 44 16.0 27 37.7 112 52.6 1.40 08/31/12 20 45 16.0 27 37.7 113 53.1 1.41 08/31/12 21 1 49 1 16.0 27 37.7 1 111 52.2 1 1.38 '08/31/12 22 56 16.0 27 377 108 50.8 1.35 08/31/12 23 60 16.0 27 37.7 109 51.2 1.36 08/31/12 24 89 16.0 27 37.7 104 48.9 1.30 08/31/12 25 81 16.0 27 37.7 109 51.2 1.36 08/31/12 26 93 16.0 27 37.7 108 50.8 1.35 08/31/12 27 94 16.0 27 37.7 110 51.7 1.37 08/31/12 28 85 16.0 27 37.7 145 68.2 1.81 08/31/12 Redrill 29 34 16.0 27 37.7 106 49.8 1 1.32 08/31/12 30 47 16.0 27 37.7 118 55.5 1.47 08/31/12 31 51 16.0 27 37.7 110 51.7 1.37 08/31/12 32 54 16.0 27 37.7 120 56.4 1.50 08/31/12 33 58 16.0 27 37.7 107 50.3 1.33 08/31/12 34 42 16.0 27 37.7 109 51.2 1.36 08/31/12 36 36 16.0 1 27 37.7 176 82.7 2.19 08/31/12 Redrill 36 37 16.0 1 427 37.7 112 52.6 1.40 08/31/12 37 99 16.0 27 37.7 118 55.5 1.47 08131/12 38 90 16.0 g16. 27 E2 37.7 119 55 2 1 0�/31/12 39 82 0 7 37.7 ilg 1 � �4 5 1.45 1 F _ "3112 40 86 16.0 27 377 115 1 54.1 1.43 08/31/12 EJ T31Nutting Engineerls of Florida Inc.] Established 1967 BODAX FOUNDATIONS STEGER RESIDENCE AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. Record",Pile Ala Pife Plle Pump Volume of a rout 4178 16.0 27 37.7 162 76.1 2.02 08/31/12 42 104 16.0 27 37.7 105 49.4 1.31 08131/12 43 95 16.0 27 37.7 114 53.6 1.42 08/31/12 44 98 16.0 27 37.7 106 49.4 1.31 08131/12 45 84 16.0 27 37.7 125 68.8 1.56 08131/12 46 92 16.0 27 j27 37.7 L37.7 185 87.0 2.31 08/31/12 Redrill 47 88 16.0 27 37j.7 107 50.3 1.33 08/31/12 48 80 16.0 103 48.4 1.28 08/31/12 49 101 16.0 27 37.7 118 55.5 1.47 09/04/12 50 103 16.0 27 37.7 113 53.1 1.41 09/04/12 51 70 16.0 27 37.7 115 54.1 1.43 09/04/12 52 66 16.0 27 37.7 ill 52.2 1.38 09/04/12 53 62 16.0 27 37.7 112 52.6 1.40 09/04/12 54 39 16.0 27 37.7 109 51.2 1.36 09/04/12 55 97 16.0 27 37.7 107 50.3 1.33 09/04/12 56 100 16.0 1 27 37.7 1 116 54.5 1.45 09/04/12 1 57 105 16.0 27 37.7 106 49.8 1.32 09/04/12 58 72 16.0 27 37.7 104 48.9 1.30 09/04/12 59 68 16.0 27 37.7 ill 52.2 1.38 09/04/12 60 64 16.0 27 37.7 107 50.3 1.33 09/04/12 61 38 16.0 27 37.7 104 48.9 1.30 09/04/12 62 107 16.0 27 37.7 105 49.4 1.31 09/04/12 63 110 16.0 27 1 37.7 113 53.1 1.41 09/04/12 64 131 16.0 27 37.7 ill 52.2 1.38 09/04/12 1 65 102 16.0 27 37.7 121 56.9 1.51 09/04/12 66 69 16.0 27 37.7 107 50.3 1.33 09/04/12 67 67 16.0 27 37.7 114 31 1.42 09104/12 68 63 16.0 27 37.7 164 771 2.04 09104/12 Redrill 69 71 16.0 27 37.7 106 49.8 1.32 09/04/12 70 1 65 16.0 1 27 37.7 107 50.3 1.33 09/04/12 71 61 16.0 27 37.7 108 50.8 1.35 09/05/12 72 77 16.0 27 37.7 115 54.1 1.43 09/05/12 73 ill 16.0 27 37.7 112 52.6 1.40 09/05112 74 113 16.0 27 37.7 106 49.8 1.32 09/05/12 75 30 16.0 27 37.7 105 49.4 1.31 09/05/12 76 8 16.0 27 37.7 103 48.4 1.28 09/05/12 77 9 16.0 27 37.7 108 50.8 1.35 09/05/12 78 1 13 16.0 2 37� 1 1 551:�7 1 19//.Og57/ 12 79 1 i� 1 i�!6 1 �7 57 7 1 �O 'i 2 1.42 ��3 1 6 12 80 1 21 16.0 1 27 37.7 1 168 79.0 2.09 09/05/12 Honing Balmeamrs of Florida Inc. 1 Established 1967 BODAX FOUNDATIONS STEGER RESIDENCE AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. "M 81 28 16.0 27 37.7 Ill 62.2 1.38 09/05/12 82 106 16.0 27 37.7 107 50.3 1.33 09/05/12 83 112 16.0 27 37.7 108 50.8 1.35 09/05/12 84 6 16.0 27 37.7 116 54.5 1.45 09105/12 85 133 16.0 27 37.7 156 73.3 1.94 09/05/12 Redrill 86 108 16.0 27 37.7 106 49.8 1.32 09/05/12 87 109 16.0 27 37.7 108 50.8 1.35 09/05/12 88 5 16.0 27 37.7 116 54.5 1.45 09/05/12 89 11 16.0 27 37.7 148 69.6 1.85 09/05/12 90 15 16.0 27 37.7 106 49.8 1.32 09105/12 91 19 16.0 27 37.7 127 69.7 1.58 09/05/12 92 22 16.0 27 37.7 118 55.5 1 1.47 09/06/12 1 93 26 16.0 27 37.7 106 49.8 1.32 09/05/12 94 132 16.0 27 37.7 107 50.3 1.33 09105/12 95 7 16.0 27 37.7 ill 52.2 1.38 09/05112 96 10 16.0 27 37.7 109 51.2 1.36 09/05/12 97 16 16.0 27 37.7 110 51.7 1.37 09/05/12 98 20 16.0 27 37.7 160 75.2 1.99 09/05/12 Redrill 99 24 16.10 1 27 37.7 116 54.5 1.45 09/05112 100 1 27 16.0 27 37.7 141 1 66.3 1 1.76 A 09/05/12 1 101 25 16.0 27 37.7 Ill 51�j 1.37 09/05/12, 102 18 16.0 9E 27 37.7 117 r ,g 0 09/05/12H 163 23 16.0 27 37.7 107 50.3 1 1.33 09/05/12 104 77-A 16.0 27 37.7 102 47.9 1.27 09/10/12 Relocated Pile 105 1 16.0 27 37.7 103 48.4 1.28 09/10/12 106 14 16.0 27 37.7 117 55.0 1.46 09/10/12 107 31 16.0 27 37.7 log 51.2 1.36 09/10/12 108 75 16.0 27 37.7 152 71.4 1.90 09110/12 109 3 16.0 27 37.7 107 50.3 1.33 09/10/12 110 118 16.0 27 37.7 112 52.6 1.40 09/10/12 ill 115 16.0 27 37.7 115 54.1 1.43 09/10/12 112 12 16.0 27 37.7 112 52.6 1.40 09/10/12 113 29 16.0 27 37.7 122 57.3 1.52 09/10/12 114 73 16.0 27 37.7 106 49.8 1.32 09/10/12 115 122 16.0 27 37.7 ill 52.2 1.38 09/10/12 116 2 16.0 27 37.7 146 68.6 1.82 09/10/12 117 32 16.0 27 37.7 120 56.4 1.50 09/10/12 118 14-A 16.0 27 37.7 127 59.7 1 1.58 1 09/10/12 Relocated Pile 119 74 16�50 27 37.7 111 52.6 1.40 09/10/12 120 4 1 27 57J 158 50.8 1.35 09110112 121 116 16.0 27 37.7 108 50.8 1.35 09/10/12 TICAL 416, Nulling ) Engineers of Florida Inc. I Established 1967 BODAX FOUNDATIONS STEGER RESIDENCE AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. 0.,In Volume gn ;1M ke t Iro S"'� a V61""' Pumped,'! 4, Factor Installed 1A '9 Remarks 130 16.0 27 37.7 110 51.7 1.37 09/10112 E122 123 76 16.0 27 37.7 108 50.8 1.35 09110/12 124Y] 120 16.0 27 37.7 1 109 51.2 1 1.36 1 09/10/12 126 125 16.0 27 37.7 105 49.4 1.31 09/11/12 126 127 16.0 27 37.7 126 59.2 1.57 09/11/12 127 128 16.0 27 37.7 107 50.3 1.33 09/11/12 128 117 16.0 27 37.7 112 52.6 1.40 09/11/12 129 121 16.0 27 37.7 106 49.8 1.32 09/11/12 130 114 16.0 27 37.7 113 53.1 1.41 09/11112 131 124 16.0 27 37.7 114 53.6 1.42 09111/12 132 129 16.0 27 37.7 1 106 1 49.8 1 1.32 1 09/11/12 133 126 16.0 27 37.7 107 50.3 1.33 09/11/12 134 � 119 F_16.0 27 37.7 112 52.6 1.40 09/11/12 135 123 1 16.0 27 37.7 113 53.1 1.41 09/11/12 Total linear feet drilled 3645 Total Grout (ydj) 271 Minimum depth drilled 27 Maximum depth drilled 27 PILE LOG BODAX STEGER 8316 S-OCN HUTCHINSON ACP T310Nulling Engineers of Florida Inc.1 Established 1967 1 y 1 Of Ot CrUI'AYf. a� BODAX FOUNDATIONS STEGER RESIDENCE POOL AND DECK AUGERCAST PILES 8316 South Ocean Drive Hutchinson Island, Florida PILE LOG DATA OF AUGERCAST PILE INSTALLATION NUTTING ENGINEERS OF FLORIDA, INC. -iRecord Trisoretic. V 1 5 14.0 27 28.9 90 42.3 1.47 08/29/12 2 3 14.0 27 28.9 108 50.8 1.76 08/29/12 Redrill 3 29 1 14.0 27 28.9 89 41.8 1.45 08/29/12 4 10 14.0 27 28.9 116 54.5 1.89 08/29/12 Redrill 5 14 14.0 27 28.9 90 42.3 1.47 08/29/12 6 8 14.0 27 28.9 90 42.3 1.47 08/29/12 7 2 14.0 27 28.9 102 47.9 1.66 08129/12 8 1 14.0 27 28.9 106 49.8 1.73 08/29/12 9 7 14.0 27 28.9 91 42.8 1.48 08/29/12 10 4 14.0 27 28.9 86 40.4 1.40 08/29/12 11 6 14.0 27 28.9 92 43.2 1.50 08129112 12 21 14.0 27 28.9 87 40.9 1.42 08129112 13 17 14.0 27 28.9 141 66.3 2.30 08/29/12 Redrill 14 22 14.0 27 28.9 140 65.8 2.28 08/29/12 Redrill 15 23 14.0 27 28.9 87 40.9 1.42 08/29/12 1 16 11 14.0 27 28.9 94 44.2 1.53 08/30/12 17 9 14.0 27 28.9 188 88.4 3.06 08/30/12 Redrill X 3 18 30 14.0 27 28.9 98 46.1 1.60 08/30/12 19 25 14.0 27 28.9 95 44.7 1.55 08130/12 20 24 14.0 27 28.9 130 61.1 2.12 08/30112 Redrill 21 18 14.0 27 28.9 152 71.4 2.48 08/30/12 Redrill 22 15 14.0 27 28.9 91 42.8 1.48 08130/12 23 16 1 14.0 27 1 28.9 84 39.5 1.37 08/30/12 24 13 14.0 27 28.9 104 48.9 1.69 08/30/12 25 12 14.0 27 28.9 90 42.3 1.47 08/30112 26 28 14.0 27 28.9 101 47.5 1.64 08/30/12 27 20 14.0 27 28.9 93 43.7 1.51 08/30/12 28 26 14.0 27 28.9 86 40.4 1.40 08/30/12 29 19 14.0 27 28.9 91 42.8 1.48 08130/12 30 1 27 14.0 1 27 28.9 1 91 428 1.48 08/30/12 31 1 31 1 14.0 27 1 28.9 1 87 TO � 9 1.42 00/30/12 Total linear feet drilled 837 Total Grout (ydj) 56 Minimum depth drilled 27 Maximum depth drilled 27 PILE LOG BODAX STEGER 8316 S-OCN HUTCHINSON pool ACP Nutting waft Mineola T310 of Florida Inc. I Established 1967