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Home My WebLink AboutENGINEERING0310.170055.0000 UNIVERSAL DateTypedt No.: September 11, 2018 ENGINEERING SCIENCES `��a /� Consultants In: Geotechnical Engineering • Environmental Sciences Ul�J1i N `�fl FED Geophysical Services Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brev rd Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services RECEIVED FIELD AND LABORATORY REPORT COVER PAGE SEP 19 2018 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 ST. Lucie County, Permttkin9 West Palm Beach, FL 33401 Project: Oakland Lake Estates Subdivision House Lot Investigation Lot11 I$08 -oaoZ. 5352 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL As requ sted, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or field insR� ection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. Jjfhe contents of this package are summarized below: SCODe of Work Work O?,#er No. Date Type of Report 6633 -1 10/11/2017 In -Place Density Test Report w/Activity Record 1005p 0-1 09/13/2018 Activity Record I We hopg this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the und8rsianed. �to� v gg�nc z7o O� `:cn:n� �SS+iii — `L A , o gag �g B °tea =• � iA W • • m' .�. 90 A M �y N sn Z in 0 o�� in �fd O �I'o o�C ��m V C m �__ CL O Gmp'. Z��n moo- oo.. vs °'$�'�•� a in� r* fD o ICC Ern : jomcalli@nvdnc.com; tridley@nvrinc.com FILE COP � Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.09.13 16:50:48 -04'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 UNIVERSAL. UES Project No: 0310.1700455.0000 UES DOCS No: UES Report No: 66331-1 ARC 101117 ENGINEERING SCIENCES On -Site Time (hrs): 0.25 Consultants In: Geotechnical Engineering a Environmental Sciences; Lab Time (hrs): 0.00 i Geophysical Services • Materials Testing Threshold Inspection Travel Time (hrs): 0.25 Building Code Administration; Compliance Inspection & Plan Review Total Time (hrs): 0.50 820 Br, vard 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 Projec : Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL Date I Activity: Wednesday, 11 October, 2017 Tecnq cian: Cliff Cherrnay As req i ested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpos of earthwork testing for Lot 11. DENSI TEST While - n site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 11 at 535 Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found t, meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. BEAR �IG CHECK Tech ni ian also hand augered to a depth of 5' and organic material was found at the 1' depth. This material is unsuitable and shouldl�e removed prior to construction. U..N*l VERSAL ENGINEERING SCIENCES .Consultants In; Geotechnical Engineering • Environmental Sciences Geophysical,5ervices • Materials Testing s Threshold Inspection Building-CodeAdministration_,.Compliance Inspection Si Plan Review 820 Bre4rd Avenue, Rockledge, FL 32965 - 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 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Projec : Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Area Tested: Lot 11 Type o Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11/2017 II Lab: ASTM D1557 Modified Proctor Technj;cian: Cliff Cherrnay Requiements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions II 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) 1 % Compaction (3) 1 L t 11 0-1 ft 12.00 7492 114.5 11.8 99 A (1) R 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_ Recomoacted. Retested. Meets Reauirements j UES Project No: 0310.1700465.0000 UNIVERSAL UES DOCS No: UES Report No: 100650-1 ARC 091318 ENGINEERING SCIENCES On -Site Time (hrs): 0.26 Consultants In: Geotechnical Engineering • Environmental Sciences' Lab Time (hrs): 0.00 Geophysical Services a Materials Testing i Threshold Inspection Travel Time (hrs): 0.26 Building Code Administration; Compliance Inspection & Plan Review Total Time (hrs): 0.50 820 Brqe and Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Projec : Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Date otct ivity: September 13, 2018 Technn: Cliff Cherrnay As req sted, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpos! of earthwork testing for Lot 11. BEARI IG CHECK Technid an revisited site to verify that the debris had been removed. The fill soils appear to be suitable.