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Home My WebLink AboutFIELD & LABORATORY REPORTI ', � l V E �EF111 G'INAte, ConsUltaits In Ge cfimcal EnBg eer#ng • Et ;Geopf�ysrcal Sewv�ces • MaferialsTesttng;• ,Budding,Code AdmimsUapon� : Oflanee4ns 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0! � E2S Project No.: 0310.1700455.0000 L Date Typed: September 11, 2018 IyCES SCANNED ►ental Saences era lnsp Noc St Lucie county I & Pian Review - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 23 5290 Oakland Lake Circle, Ft. Pierce, St Lucie County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing res Its and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. Date Type of Report 66331-1 10/11 /2017 In -Place Density Test Report w/Activio Record . We hope this information the undersianed. is sufficient for your immediate n eds. If you have any questions, please do not hesitate to contact Sincerely, Universal E' it! ring Scienee5,,lnc, Certificate 6f 'than ation No. 00000 _ 9 J t f. Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: jomcalli@nvrinc.com; tridley@nvrinc.com 1 4 A� ENGINEER EERl i V E_ � Consultants In Geot�ecfa><ucal:l p '' ' � _ ' 6sop6ysrcal Seru►ees +•Mato Burldrng_.64e,AdjnmrstrOO,, 820 Brevard Avenue, FL 32955 - P: 321 - :project No: 0310.1700465.0000 AkU.,- - UES DOCS No: - UES Report No: 66331 1 ARC 101117 On -Site Time (hrs): 0.25 erifaFcrenc Lab Time (hrs): 0.00 ol�lnspectori. Travel Time (hrs): 0.25 f&;Planewew Total Time (hrs): 0.50 .0808 - F: 321.638.0978 Client: Ryan Homes 1450 Centrepark Blvd Suite 34 West Palm Beach, FL 33401 Project: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierc St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technic the purpose of earthwork testing for Lot 23. DENSITY TEST While on site, the technician observed the general conditi at 5290 Oakland Lake Cir. This test was performed in ac to meet the project compaction requirements of 95% of & BEARING CHECK Technician also hand augered to a depth of F and no org The fill soils appear to be suitable granular m the assumed building code soil conditions of 2,000 psf was present at the above referenced project site for i of the areas to be tested and performed 1 density test for Lot 23 )rdance with the ASTM D-6938 Nuclear Gauge Method and found maximum dry density per ASTM D-1557. material was found. i dais without expansive clays and are in accordance with it the designer noted was used for design of the foundations. i -- - ' , I N;; :ENGi M ERING Cansuifanfsln Geotechttical Engureen tGeopfiysica jSeruiees Ntateriais Tesi Building'Code;Admfnisfrab4ii,"Complia' 820 Brevard Avenue, Rockledge, FL 32955 - P: 321 Client: Project: Area Tested: Type of Test: Technician: Requirements: Ryan Homes 1450 Centrepark Blvd Suite West Palm Beach, FL 3340 Oakland Lake Estates Subc Oakland Lake Circle, Ft. Pi Lot 23 i UES Project No: 0310.1700455.0000 A, UES DOCS No: iticfi�tc UES Report No: 66331-1 DT 101117 - F: 321.638.0978 ion House Lot Investigation St. Lucie County, FL Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11 /2017 Lab: ASTM D1557 Modified Proctor Cliff Cherrnay 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Field Dry Field Test De th Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 Lot 23 0-1 ft 12.60 i 7492 117.5 12.3 102 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 7424 115.0 12.0 (3) -Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UES Project No.: 0310.1700251.0029 IAVERS' A.L. Date Typed: November 02, 2018 E N.GI N E;E R_I,N�G -SC 1 E N C ES Consultants'Ini GEi chnical E6gineerlrtg,•"Environmental Saences _Geopf ys'ical.,Wvices•'� Materials°Testing'! ThYeshbld lhspection Building'Code.AcJministration, Camp liance.Inspection-&,PlanRe'vie`w 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 16 5332 Oakland Lake Circle, Fort Pierce, As requested, Universal Engineering Sciences, Inc. (U field inspection services on the above project. Testing sheets. The contents of this package are summarized 61 Lucie County, FL representative(s) performed construction materials testing and/or ilts and/or inspection observations are reported on the attached pe of Work Work Order No. I Date I IType of Report 102330-1 1 11/01/2018 In -Place Density Test Report w/Activ,:W Record We hope this information is sufficient for your immediate the undersigned. s. If you have any questions, please do not hesitate to contact Sincerely, Universal Engineering Sciences, Inc. Certificate of AuthwizA6n No. 00000549 rr , Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ICC Email: cbugg@nvrinc.com; elibdhi@nvrinc.com; Imhoff, Bryan [BIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrine.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 Revised May 2015 UNIVERSAL EN,G'IINEERING _S.C;IEN.CES Consultants In: Geotechnical Engineering;* Environmental Sciences Geophysical Services ok Materials_Te sting' Threshold Inspection Building Code Administration, Compliance InsiokontP.lan Review ur-a Project No: 0310.1700251.0029 UES DOCS No: UES Report No: 102330-1 ARC 110118 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 16 5332 Oakland Lake Circle, Ford Pierce, St. Lucie County, FL Date of Activity: Thursday, 01 November, 2018 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximurrj dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. - UNIVERISMAL ��ERING SCIE.IVchnical Engineering;rEnvironmental-Sciences. Geophysical.Ser,.yices • MeterialsTesting'%•Th�'eshgld'Irispection: Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0868 - F: 321.638.0978 UES Project No: 0310.1700251.0029 UES DOCS No: UES Report No: 102330-1 DT 110118 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 16 5332 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/01/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 N/W test 0-1 ft 12100 7424 110.4 11.0 96 A 2 WE test 0-1 ft 1200. 7424 109.6 10.4 95 A 3 S/E test 0-1 ft 1200. 7424 108.8 10.1 95 A 4 S/W test 0-1 ft 1200. 7424 111.7 11.2 97 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 7424 115.0 12.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. I This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. U NIVER- ENGINEERINGISCIENCES Consultants In:'Geotechnical Engineering o'EnvironmentalSciences Geophysical, Services • MaterialsiTestir)g • Thieshold Inspection Building.Code Adminisiration; Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.1700455.0000 Date Typed: September 11, 2018 I JK,0 { of Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE RECEIVED Client: Ryan Homes NOV 2 8 2018 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 ST. Lucie County, t'efmit:t:inq Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 23 5290 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. Tsting results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. I Date II Type of Report 66331-1 10/11/2017 1 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your the undersigned. REVIEWED ❑ REVIEWED AS NOTED l REVISE & RE'St rBMIT ❑ REJECTED/ RESUBMIT i' NC[ IiEVIEVv, . ❑ FOR YOUR INFORMATION ,)0L1:s;T1.1S are .....,. + ter %onformance with design, intent aou general comr,.:.: ; • :he Contract Documents only. Notation; Do F;:; : •:;ges to Contract Sum. Reviews Commeh!; ,::;• co;re,:.ons does not relieve the Contractur frurr! ipnir!: •;._• .v-;r !,;e Cc :;;act Documents [he Contractor r.- :u! .�nt:un : d:,::.urreiaturg au Quantities. a �.ers,, ;.erar,ces ;lea,ances !abncat!on proeesse: ^� ,. + ,e,�r:::�. c'! cons:r!,ction. Compatib!r,t} ;.c,e .. :ua ;,Oi-,neUon " _u work with o: t:ad:.. c suhLor.t,d,:r • -forma a ut work in a sat A sd,.,;ado:% n.annef and io, rull c pWnce with the Contr• .•ucumonts A. B. DESIGN ICC Email: ; tddley@nvdnc.com needs. If you have any questions, please do not hesitate to contact 0 %GEN NO' 4V .STATF.QF ,•!• y !�i ONAL t1,l�1�N Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.09.12 12:40:21 -04'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verged on any electronic copies. UES Project No: 0310.1700466.0000 UNIVERSAL. UES DOCS No: UES ReportNo: 66331-1 ARC 101117 ENGINEERING SCIENCES On -Site Time (hrs): 0.25 Consultantsin: Geotechnical Engiine6ng � EnVironmental Sciences Lab Time (hrs): 0.00 Geophysical Services Materials -Testing Threshold Inspection Travel Time (hrs): 0.25 BuildingCq Administration,6mpliance.Inspection&Plan Review Total Time (hrs): 0.50 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 j Activity Record Client: Ryan Homes 1450 Centrepark Blvd uite 340 West Palm Beach, FL 133401 Project: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle , t. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 Technician: Cliff Cherrna, As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for Lot 23. DENSITY TEST While on site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 23 at 5290 Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. BEARING CHECK Technician also hand augered to a depth of 5' The fill soils appear to be suitable gr the assumed building code soil conditions of no organic material was found. materials without expansive clays and are in accordance with psf that the designer noted was used for design of the foundations. �UES Project No: 0310.1700455.0000 VNIVE�RSAL UES DOCS No: ENG;I:NEERING SCIENCES UES Report No: 66331-1 DT 101117 ,Consultants In: Geotechnical;Engineering - nvironmental Sciences Geophysical,5ervices? MaterialsTestirig -i Threshold'lnspection Building'.Code Administration,:Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL Area Tested: Lot 23 Type of Test: Field: ASTM D-693LL8 Nuclear Gauge Method Date of Test: 10/11/2017 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 Lot 23 0-1 ft 12.00 7492 117.5 12.3 102 A (1) Ref. Datum: 0 = Top of Final Gra�e (2) Maximum Optimum Proctor Dry Moisiure # Density Content 7424 115.0 1210 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM Irocedures. This report shall not be reproduced, except in full, withiut the written approval of Universal Engineering Sciences. I Nta_I N:EETi:UN, "<onsWtans In Geotiechnital-Eng �- - ;Geophysical Sennces-lMatQtial xBwildmgiCade;Administ[atorrp Co', 820 Brevard Avenue, Rockledge, FL 32955 - P: UES IRSA °'l-w Date TypedSep ember t No.: 455.0000 11, 2018 .638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 23 5290 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. Date I Type of Report 66331-1 10/11/2017 In -Place Density Test Report w/Activity Record ' I I We hope this information the undersianed. is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact Sincerely, Universal Engineering Sciences, Inc. Certificate of'A-uthorizatili 1011r 0005 :y r � i Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: jomcalli@nvrinc.com; tridley@nvrinc.com UNI �., E�N:GrINE Coosultapts;ln Geotie GeophysiEal Sefvice y _ Biild'mg_.Cdde_Atr_imj 820 Brevard Avenue, FL 32966 1- P: 321.638.0808 Ucs Project No: 0310.1700455.0000 ' UES DOCS No: UES Report No: 66331 1 ARC 101117 E9 On -Site Time (hrs): 0.25 fences, Lab Time (hrs): 0.00 _tt ih; Travel Time (hrs): 0.25 leview Total Time (hrs): 0.50 - F: 321.638.0978 Activity Record Client: Ryan Homes. 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Estate Subdivision House Lot Investigation Oakland Lake Circle ,I Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 Technician: Cliff Cherrnay . As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for Lot 23. DENSITY TEST While on site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 23 at 5290 Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. BEARING CHECK Technician also hand augered to a depth of 5 and no organic material was found. The fill soils appear to be suitable granular materials without expansive clays and are in accordance with the assumed building code soil conditions of 0,000 psf that the designer noted was used for design of the foundations. I 'S, a � = pENwGIN!EER�iN,G� SC:IENGES l } ff Canseitants in Geotechn�caliFJtgmeeiing • Environmenfa) Saences, __ _ eopfi�rsical,5ervi¢es s MaL"erials [esting #3." des iaid;[nspecyot Building;GadeAdmirnstraUon3Cvmpyliance[nspecUori&�f�anReview. 820 Brevard Avenue, Rockledge, FL 32955 P: 321 638.0808 - F 321.638.0978 1 UES Project No: 0310.1700455.0000 UE&DOCS No: UES Report No: 66331-1 DT 101117 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, IFL 33401 Project: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL Area Tested: Lot 23 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11 /2017 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 95% of Proctor maxi urn dry density. These tests apply to the fill and/or surficial soil conditions only and do,not address the condition of the underlying soils below the tested depths. Field Dry Field Test I Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 Lot 23 0-1 ft 12.00 7492 117.5 12.3 102 A (1) Ref. Datum: 0 = Top of Final GraIde (2) Maximum Optimum Proctor Dry Moisture # Density Content 7424 115.0 12.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNII V E ENGINEER _I.N Consul6msln ;Geotechnicil Engi G.egphysical_�Sentices,-, Material Building Code Administration, Coi 820 Brevard Avenue, Rockledge, FL 32955 - P: 'F7- � SAL . t. -1 1 G_=S:CI�E,1�1 C:ES .ering e Environmental Sciences es� .ting'Thresh'old Inspection )liance.lnspection &Plan Review 21.638.0808 - F: 321.638.0978 UES Project No.: 0310.1700251.0029 Date Typed: November 02, 2018 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lox 16 5332 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or field inspection services on the above project.) Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. I Date I I Type of Report 102330-1 1 11/01/2018 In -Place Density Test Reportw/Activity Record We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Universal Eng Certificate of A Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ICC Email: cbugg@nvdnc.com; elibrihi@nvrinc.com; Imhoff, Bryan [BIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 Revised May 2016 0--'N� I��E ENG:INEEitIN Consultants In: Geotechnical Engir Geophysical Services i Materials BuildingCode-AdMiinistratidn; Con 820 Brevard Avenue. Rockledue. FL 32956 Client: Project: Date of Activity: Technician: Ryan Homes 1450 Centrepark BI, West Palm Beach, I Oakland Lake Subd 5332 Oakland Lake Thursday, 01 Nover Cliff Ch i I UE5 Project No: 0310.1700251.0029 1.� ^' UES DOCS No: UES Report No: 102330-1 ARC 110118 G; ,SCIENCES On -Site Time (hrs): 1.00 ering*Environmental Sciences; Lab Time (hrs): 0.00 [esting-'s-Thresh6Id;lnsPettion Travel Time (hrs): 0.60 pliancelhspection&PlaKReview Total Time (hrs): 1.50 P: 321.638.0808 - F: 321.638.0978 Activity Record Suite 340 33401 ;ion Lot 16 rcle, Fort Pierce, St. Lucie County, FL ar, 2018 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House pad. While on site, the technician observed the gel eral condition of the areas to be tested and performed 4 density test(s) for House pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of ttj a maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. UNIVE ENGINEERIN Consultants In: Geotechnical Engin Geophy0ca[Seniicer• Materials Building Code Administration, Corr 820 Brevard Avenue, Rockledge, FL 32965 - P: Client: Ryan Homes 1450 Centrepark I West Palm Beach Project: Oakland Lake Sur 5332 Oakland LaH Area Tested: House pad RSAL SCIENCES ring, -,Environmental Sciences sting %Threshold'Irispection' ante Inspection & Plan Review 1.638.0808 - F: 321.638.0978 Ivd Suite 340 FL 33401 UES Project No: UES DOCS No: UES Report No: vision Lot 16 Circle, Fort Pierce, St. Lucie County, FL 0310.1700251.0029 102330-1 DT 110118 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/01/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 N/W test oil ft 12.00 7424 110.4 11.0 96 A 2 N/E test 0-1 ft 12.00 7424 109.6 10.4 95 A 3 S/E test OI 1 ft 12.00 7424 108.8 10.1 95 A 4 S/W test 01-1 ft 12.00 7424 111.7 11.2 97 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 7424 115.0 j12.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements i This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. TERMITE PRETREAT SPECIALISTIf- : 7 •: 00=DILIGENT MyDiligent.com State License JB228623 fr/CEN � /TE SE VICES Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 2326.5 and Broward County Chapter FBC 105.2.2) CONCRETE WASHOUT SERVICES TERMITE PROTECTION PEST CONTROL MOSQUITO CONTROL RODENT CONTROL SERVICE ORDER NUMBER SERVIC I DATE 0 4 l TIME Old Pm WEATHER CONDITIONS TREATMENT TYPE/AR ❑ FLOATING MONOLITHIC ❑ PATIO , ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ CUTOUTS ❑ FOOTERS ❑ FRONT ENTRY! ❑ EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER TREATMENT TYPE ElTAMP & TREAT TREAT ONLY ❑ FINAL PR DUCT DOMINION Cl ADONIS 2F ❑ PREMISE: t (MCLO Pik ACTIVE INGREDIENT O RETREAT Cl BORA CARE TREATMENT ❑ TERMITE BAIT STATION i ❑ DEMON TC Cl TERMIDOR Cl BORACARE Cl OTHER . CONCENTRATION 1 ❑ .05% ❑ .06% /❑ ..1 % ❑ .12% El. 25% ❑ OTHER SQUARE FOOTAGE LINEAR FOOTAGE _ 1dARE FOOTAGE VERIFIED RES ❑ NO ❑ MEASURED OR VERIFIED PER PLANS J B READY CONDITIONS MET I ❑ YES ❑ NO DETAILS SAFETY CONDITIONS GALLONS APPLIED �— As per 2326.5 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture a i d Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and dale this line {TERMITE MONITOR INSTALLED ❑ YES ❑ NO) FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER OTHER Payment Terms: Customer's payment in full is due at time of initial service. Customer agrees that a finance charge in the amount of 18% per annum will be assessed on all unpaid balances that are not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assessed including but not limited to: collection service fee, attorney's fee, finance charges and non -sufficient funds payment fe . Customer will be responsible for p�n aying-als associated with any collection process. d f✓ I�J //��JJi Date Applicator (Diligent Services) Date Customer (Property Owner or Agent) I Corporate 3500 NW Boca Raton Blvd. I Suite 711 1 Boca Raton, Florida 33431 1 1-800-DILIGENT ��J I i D/L/CEN � ► TERMITE SERVICES Building Together, Growing.Together FES I mA04)ILIGENT MyDiligent.com State License J8228623 Notice of Preventative Treatment for Termites (as required by Florida Building Code 2326.5 and Broward County Chapter FBC 105.2.2) SERVICE ORDER NUMBER 167852 SERVICE DATE 10/18/18 TIME 1:00Pm WEATHER.CONDITIONS Clear DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME CONTACT PERSON Oakland Lake Lot 23 Shell Systems Inc. S11311 URE ADDRESS (LOT/BLOC19 CITY, STATE, ZIP CODE COUNTY R5209 akland Lake Circle Fort Pierce, FL 34951 G ACT PHONE NUMBER NOTES Soil Pre -Treatment and Certification TREATMENT TYPE/AREA I ❑ FLOATING VIMONOLITHIC ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ CUTOUTS ❑ FOOTERS ❑ FRONT ENTRY ❑ EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER TREATMENT TYPE i VITAMP & TREAT ❑ TREAT ONLY ❑ FINAL ❑ RETREAT ❑ BORA CARE TREATMENT ❑ TERMITE BAIT STATION —PRODUCT OrDOMINION ❑ ADONIS 2F ❑ PREMISE ❑ DEMON TC ❑ TERMIDOR ❑ BORACARE ❑ OTHER ACTIVE INGREDIENT Imidacloprid CONCENTRATION ❑ .05% ❑ .06% V1 % ❑ .12% ❑ SQUARE FOOTAGE 400 VYES ❑ NO JOB READY CONDmONS MET ONES ❑ NO SAFETY CONDITIONS good ❑ OTHER GALLONS APPLIED 20 LINEAR FOOTAGE ❑ MEASURED OR VERIFIED PER PLANS i DETAILS •' MITE S R iA, •',P O "% 2• P � Aft a 1ot o i / 1 - 1 I 0 R •� As per 2326.5 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shalt be completed prior to final building approval. Certificate of Compliance: The. building has received a complete treatment for the prevention of subterranean termites. Treatment Is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line (TERMTfE MONITOR INSTALLED ❑ YES Cl NO) FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER OTHER Payment Trams: Customer's payment in full is due at time of initial service. Customer agrees that a finance charge in the amount of 18% per annum will be assessed on all unpaid balances that are not satisfied, by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assessed Including but not limited to: •collection service fee, attorney's fee, finance charges and non -sufficient funds payment fee. Customer will be responsible for paying all costs associated with any collection process. 10/18/18 %o ion if.OQ Date Ap cator (Diligent Services) Date Customer (Property Owner or Agent) 3500 NW Boca Raton Blvd. I Suite 714 1 Boca Raton, Florida 33431 1 1-800-DILIGENT I mydiligent.com _� f ,r V N 1 iii ENGINEERIN Consultants In: Geotechnical Engir Geophysical Services • Materials 'Building Code Administration, Con 820 Brevard Avenue, Rockledge, FL 32955 - P: RSAL SC:I.ENC:ES -ing • Environmental.Sciences rting.• Threshold Inspection anceinspection & Plan Review .638.0808 - F: 321.638.0978 UES .-';ectNo.: 0310.1700251.0011 Date Typed: May 04, 2018 Construction Materials Testing Services FIELD AND L� BORATORY REPORT COVER PAGE Client: Ryan Homes .&ZCEIVED 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 I . 11 3 Q 201$ Project: Oakland Lake Subdivision Lot 23 - -lde County, Permitting ,Fort Pierce, St. Lucie County, FL - As requested, Universal Engineering Sciences,Ilnc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. I Date I I Type of Report 96444-1 1 05/03120181 Field Inspection Report We hope this information is sufficient for your the undersigned. ediate needs. If you have any questions, please do not hesitate to contact Sincerely, Universal Engineering Sciences, Inc. Certificate of Authbri.:otion No. 00000549 - r Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 i I i ICC Email: cbugg@nvrinc.com; elibdhi@nvrinc.com; jimcalli@nvrinc.com; sign adn seal to ryan homes IDISAPPROVfD UNI'V ENGINEERI Consultants In: Geotechnical E Geophysical Services • Mate Building'Code Administration, 820 Brevard Avenue, Rockledge, FL 32955 - P: i UL',, I'roject No: 0310.1700251.0011 ERSAL UES DOCS No: UES Report No: 03-96444 N G SCIENCES On -Site Time (hrs): 0.25 igineering * Environmental Sciences, Lab Time (hrs): 0.00 ialsTesting •Threshold Inspection Travel Time (hrs): 0.25 -ompliance Inspection &Plan Review Total Time (hrs): 0.50 21.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake! Subdivision Lot 23 ,Fort Pierce, St. Lucie County, FL Date of Activity: 05/03/2018 Technician: Cliff C As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Technician was unable to conduct compaction testing due to excessive debris (Vegitation) deposited on the surface of lot # 23.