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Home My WebLink AboutFIELD & LABORATORY REPORTO `i J, 820 UN..'1VE.RSA'L ENGINE'ERING. -SCIENCES Consultants Ini•Geotechnical Engineering Environmental Sciences Geophysical -Services• MaterialsTesfing e Threshold Inspection .Building Code Administration, Compliance Inspection &Plan Review Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.1700455.0000 Date Typed: September 11, 2018 SCANNED BY Construction Materials Testing Ser&641 FIELD AND LABORATORY REPORT COVER PAGE RECEIVED Client: Ryan Homes SEP 19 2018 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 ST. Lucie County, Parmifting Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 38 / 3'0 g--OZ%6 6230 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL As req ested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or field in ' ection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. IThe contents of this package are summarized below: Scope of Work Work Older No. I Date I Type of Report 66331-1 1 10/11/2017 In -Place Density Test Report w/Activity Record We hop this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the and rsigned. RE'+lit° t ❑ REVIEWED AS NOTED fiKt S U i :,1I O REJECTED/ RESUBMIT t: l NOT REV [wr ; ❑ ,FOR YOUR INFORMATION tt. , e cunformance, with design intent an.j i;eselaieor.i; a '!ot Contract Documents only: Notanons o N. a •cges to Contract Sum Reuiev�s i r n;tnr, ;• r t:rte4:•ons does not relieve th ti0ntfaCiU II ?r Cr!Li: ,.•;:. e .Y•ill 1!1v � owiact Doewp..,mt$ Ih I: illd :.orie:d- lrng all, quantitie,!stricat:on� proces:.e: rt c ;?nee, .es �astra�t,on, compalrbilJl. .:'�n ti eu ,work with u! ;r t ... d4J ,ubcawe. ' tior nee of Work in a sa IN "i:!•�.lavlory alialiel aiia wi iull niphance with the Cool• ucuraents i3 [B DATE REVIE E IIA. B. DESIGNG WP' 140. 4,979 1J •`, •, �STAi'E:OF jejN,t..�� Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. / J 2018.09.12 12:42:09 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 ver<Fed on any electronic copies. ICC Email: bmcalli@nvrinc.com; tridley@nvrinc.com LE COP1 gvvi 25ilb ego liA boll;, :111d to sj"ICJj 'ta G ml lip!! —,3 sh 1;691) IM 0*3104 UES Project No: 0310.1700456.0000 U N !VERSAL UES DOCS No: UES Report No: 66331 1 ARC 101117 ENGINEERING SCIENCES On -Site Time (hrs): 0.25 C6nsultants`In°GebtechnicdEngineer'ing!�Environmental5ciences: Lab Time (hrs): 0.00 Geophyiical Seruices •.WterWsTesti %Threshold:lpipe6on. Travel Time (hrs): 0.25 Bwlding(ode Administration, Compliance Inspection & P.lan Review Total Time (hrs): 0.60 820 �revard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Clie 't: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Proj t: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 Tech l ician: Cliff Cherrnay As re Nested, a Universal Engineering Sciences Technician was present at the above referenced project site for the p pose of earthwork testing for Lot 38. DENS TY TEST While n site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 38 at 5230 Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found to me 4 the project compaction requirements of 95% of the maximum dry density per ASTM D-1667. BEAR NG CHECK Techn, ian also hand augered to a depth of V and no organic material was found. The I soils appear to be suitable granular materials without expansive clays and are in accordance with the as ;i�med building code soil conditions of 2,000 psf that the designer noted was used for design of the foundations. 820 UNIVERSAL ENGINEERING SCIENCES Consultants In.- Geotechnical Engineering • Environmental Sciences Geophysical Seniiees`-� Materials Testing -i Threshfol'd Ins`pectiori' Building Code Administration_ ,:Compliance Inspection & Plan Review rd Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1700455.0000 UES DOCS No: UES Report No: 66331-1 DT 101117 In -Place Density Test Report Clien : _ 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 li ested: Lot 38 Type Of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11/2017 Lab: ASTM D1557 Modified Proctor Tech ician: Cliff Cherrnay Requ ements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions 11 onlv and do not address the condition of the underlvinq 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 liot 38 0-1 ft 12.00 7492 114.4 11.4 95 A i (1) f. 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. RecomDacted. Retested. Meets Reauirements `T UNIVERSAL ENGINEERING SCIENCES Consultants in .Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building'CodeAdministration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 11 UES Project No.: 0310.1700455.0000 Date Typed: September 11, 2018 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 38% 1 5230 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL As req ested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or fiairl incnarrfinn canrirac nn fha nhnva nrniarrf Tacfinn race dfc nnri/nr incnarrtinn nhcaniafinnc ara rannrtari nn tha affarharl sheets. ! The contents of this package are summarized below: Scope of Work Work Order No. Date Type of Report 663�,'�-1 10/11/2017 In -Place Density Test Report w/Activity Record We hol$ie this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Universal Engineerit5g Scienees,'lin--. Certificate of Aufnaxi2at'icin_ No. 00000549 �: E, tad `_ r fi4;k_c } 3 �� Z� W::4 __ •� .;.� ,tip ,� f. rr SEP 4 2013 Pernastting Department St. Lucie County, FL Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Em il: jomcalii@nvdnc.com; tridley@nviinc.com FILE COPY I n. 9 UES a> ect No: 0310.1700456.0000 UNIVERSAL UES DOCS No: UES Report No.. 66331- 1 ARC 101117 ENGINEERING SCIENCES On -Site Time (hrs): 0.25 1 Consultants In: Geotechnical Engineering • linvironmental'Sciences Lab Time (hrs): 0.00 Geophysical Services Materials. sfing :Thresh . Id Inspection Travel Time (hrs): 0.26 Building:Code_Administration,. Compliancelnspedion&PIan.Review Total Time (hrs): 0.50 820 Br4vard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0976 Activity Record Client' Ryan Homes j 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Proje Oakland Lake Estates Subdivision House Lot Investigation �I Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 Techn�,cian: Cliff Cherrnay As req� sted, a Universal Engineering Sciences Technician was present at the above referenced project site for the pur ,ose of earthwork testing for Lot 38. DENS17 ST While o I site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 38 at 5230bakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method -and found to meet: he projectcompaction requirements of 95% of the maximum dry density per ASTM D-1557. B Ti The the CHECK also hand augered to a depth of 5' and no organic material was found. soils appear to be suitable granular materials without expansive Gays and are in accordance with med building code soil conditions of 2,000 psf that the designer noted was used for design of the foundations. I\i UN1V-PRSAL -ENGINEERING SCIENCES Consultants In Geotechnical Engineering,- Environmental Sciences, JI iseophysical;Seniices • Materials,Testirig o Threshold, hispection: Building�Code Administration; Compliance Inspection & Plan Review 820 Brev'i rd Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 i UEs1Project No: 0310.1700455.0000 UES DOCS No: UES Report No: 66331-1 DT 101117 In -Place Density Test Report 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 T sted: Lot 38 Type ql Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11/2017 Lab: ASTM D1557 Modified Proctor Techn"clan: Cliff Cherrnay Requi Ilements: 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 L 08 0-1 ft 12.00 7492 114.4 11.4 95 A (1) Rpf. Datum: 0 = Top of Final Grade (2) Maximum Optimum i 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. Recorimpaction required E. Recomoacted'. Retested. Meets Reauirements