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Home My WebLink AboutENGINEERINGI UNIVi�RSAL Date Typed: No.: July 24, 20181.0015 ENGINEERING SCIENCES III Consultants In: Geotechnical Engineering • Environmental Sciences SCANNED Geophysical Services • Materials Testing • Threshold Inspection BY Building Code Administration, Compliance Inspection & Plan Review St. Lucie County 820Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE RECEIVED Cliei t: Ryan Homes 1450 Centrepark Blvd Suite 340 AUG 0 8 2018 West Palm Beach, FL 33401 9T, Ly61p cg,anty, Permitting Project: Oakland Lake Subdivision Lot 30 --- — - 5262 Oakland Lake Circle Permit No 1806-0806, Fort Pierce, St. Lucie County, FL As r„quested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or field nspection services on the above project. Testing results and/or inspection observations are reported on the attached shee's. The contents of this package are summarized below: Scope of Work Worl� Order No. Date Type of Report 9 964-1 07/20/2018 In -Place Density Test Report w/Activity Record We Hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the u" dersioned. Sincerely, Universal Engineering Sciences, Inc. Certificat 1,6irALit`tiorization'-No,.00 0549 71W-r e Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvdnc.com; elibdhi@nvrinc.com; jomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 rI � Revised May 2015 � UES Pro, ,! No: 0310.1700251.0015 UNIV it RsAL UES ROCS No: UES Report No: 98964- 1 ARC 072018 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 0.25 Building Code Administration, Compliance Inspection &Plan Review Total Time (hrs): 0.75 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record cl �ent: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Pr I'I ject: Oakland Lake Subdivision Lot 30 Da�� 5262 Oakland Lake Circle Permit No 1806-0806, Fort Pierce, St. Lucie County, FL te of Activity: Friday, 20 July, 2018 Technician: Tyler Tilley As Lquested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Lot 30. V hI on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Lot 30. All t st(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 maximum dry density per ASTM D-1557. Contractor was notified of the test results or a copy was left for their records. UNIV�RSAL II ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences ill Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820,Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 .11 In -Place Density Test Report Cli "' nt: Ryan Homes 1450 Centrepark Blvd Suite 340 li West Palm Beach, FL 33401 UES'r46ject No: 0310.1700251.0015 UES DOCS No: UES Report No: 98964-1 DT 072018 Oakland Lake Subdivision Lot 30 5262 Oakland Lake Circle Permit No 1806-0806, Fort Pierce, St. Lucie County, FL Tested: Lot 30 of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/2018 Lab: ASTM D1557 Modified Proctor ician: Tyler Tilley uirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions onlv and do not address the condition of the underlvinq soils below the tested depths. Tes Nod Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 SE Corner 0 to 1 ft 12.00 21143 110.9 2.5 96 A 2 SW Corner 0 to 1 ft 12.00 21143 118.3 4.8 103 A 3 NW Corner 0 to 1 ft 12.00 21143 116.5 3.5 101 A 4 NE Corner 0 to 1 ft 12.00 21143 111.7 3.5 97 A h)Iq Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 test was performed without deviation from ASTM procedures. (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 report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UES Project No.: 0310.1700251.0015 NI'VERSAL Date Typed: July 24, 2018 'ENGINEERING SCIENCES Consultants In Geotechnical Engineering • Environmental Sciences. Geophysical, Services •Materials?esting:! Threshold Inspection Building EodeAdministration, Complianc4lnspectiorr& Plan Review 820 revard Avenue, Rockledge, FL 32956 P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes RECEIVED 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 AUG 01 2018 Proj ct: Oakland Lake Subdivision Lot 30 5262 Oakland Lake Circle Permit No 1806-0806, Fort Pierce, St. Lucie Co nv,,.Ucie coun ► PerMitii0q As r quested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or field nspection services on the above project. Testing results and/or inspection observations are reported on the attached shee s. The contents of this package are summarized below: Scope of Work Work Order No. Date Type of Report 0,0964-1 1 07/20/2018 In -Place Density Test Report w/Activity Record We �ope this information is sufficient for your immediate needs. If you have any questions, please do'not hesitate to contact the undersigned. 110101 FILE COY APPROVE Sincerely, Universal Engineering Sciences, Inc. k. Certificate of.•AOthdrization No. 0000054 �a x. Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc:com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero.Beach, FL 32966 Revised May 2015 ES ..,oject No: 0310.1700251.0015 k1N1VER.SA1_-__U UES DOCS No: UES Report No: 98964- 1 ARC 072018 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: Geotechnical Engineering • Environmental Sciences, Lab Time (hrs): 0.00 Geophysical Services • Materials Testing"i'Thi•eshold,lnspection. Travel Time (hrs): 0.25 Building CodeAdministration;Compliancelnspection&Plan Review Total Time (hrs): 0.76 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Pr ject: Oakland Lake Subdivision Lot 30 I' 5262 Oakland Lake Circle Permit No 1806-0806, Fort Pierce, St. Lucie County, FL Da 1l a of Activity: Friday, 20 July, 2018 Technician: Tyler Tilley As Requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of ea4hwork testing for the Lot 30. Wile on site, the technician observed the general condition of the areas to be tested and performed 4 density.test(s) for Lot 30. All est(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project co r paction requirements of 95% of the maximum dry density per ASTM D-1557. Thy Contractor was notified of the test results or a copy was left for their records. uNIVERSAL ENGINEERING SCIENCES o Consultants In' Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing,• Thresjiold Inspection Building Code Administration, Compliance Inspection.& Plan Review 820,�IBrevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report UES Project No: 0310.1700251.0015 UES DOCS No: UES Report No: 98964-1 DT 072018 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Pr ject: Oakland Lake Subdivision Lot 30 5262 Oakland Lake Circle Permit No 1806-0806, Fort Pierce, St. Lucie County, FL Area Tested: Lot 30 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/2018 Lab: ASTM D1557 Modified Proctor nician: Tyler Tilley quirements: 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 underlvinq soils below the tested depths. Tes No� Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1'' SE Corner 0 to 1 ft 12.00 21143 110.9 2.5 96 A 2; SW Corner 0 to 1 ft 12.00 21143 118.3 4.8 103 A 3 NW Corner 0 to 1 ft 12.00 21143 116.5 3.5 101 A 4 NE Corner 0 to 1 ft 12.00 21143 1 111.7 3.5 97 A MI Ref. Datum: 0 = Top of Native Maximum Optimum Proctor , Dry Moisture # Density Content 21143 115.0 12.0 test was performed without deviation from ASTM procedures. (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 report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.