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Home My WebLink AboutENGINEERINGUNIVERSAu Date Typed: NoISCANNFED UES Project August 142018 20 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing •Threshold Inspection I �QQ — QfJO Building Code Administration, Compliance Inspection & Plan Review 820 13revard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PA-.._ RECEIVED Clie t: Ryan Homes 1450 Centrepark Blvd Suite 340 AUG 2 4 2018 West Palm Beach, FL 33401 Pro ect: Oakland Lake Subdivision Lot 09 ST. Lucie County, Permitting 5360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL As equested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or feel 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 Wdrk Order No. I Date IType of Report ' 99526-1 1 08/08/2018 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, undersigned. it Sincerely, a::' Universa'°Ui;1ginzering Science , . Certifica' of P1d ` ion Rt8-8 0549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; iomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero :h, FL 32966 (r Ui=a'r roject No: 0310.1700251.0020 UNIVERSAL UES ROCS No: UES Report No: 99526-1 ARC 080818 idENGINEERING SCIENCES On -Site Time (hrs):1.00 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): 1.25 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 ect: Oakland Lake Subdivision Lot 09 5360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL of Activity: Wednesday, 08 August, 2018 Technician: Cliff Ch requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of thwork testing for the House lot. ile on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project ipaction 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. UNIVERSAL UUES ES DOCS Noo: 0310.1700251.0020 ENGINEERING SCIENCES UES Report No: 99526-1 DT080818 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 6revard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 ClIn-Place Density Test Report i:�' I nt: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Pri'ect:Oakland Lake Subdivision Lot 09 J 5360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL Area Tested: House lot ''I Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/08/2018 11 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay RIIlquirements: 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 underlyinq soils below the tested depths. Test Np. Location of.Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) N/W Test 0-1 ft 12.00 21143 113.4 11.8 99 A WE Test 0-1 ft 12.00 21143 114.0 12.2 99 A S/E Test 0-1 ft 12.00 21143 112.3 11.7 98 A S/W Test 0-1 ft 12.00 21143 114.1 11.5 99 A Ref. Datum: 0 = Top of Final Grade Maximum Optimum Proctor Dry Moisture # Density Content 21143 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. I DES Project oject No.: 0310.1700251.0020 UNIAi"'ERSAL Date Typed: August 14,2018 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE R8CZ1VEj) Client: Ryan Homes Pe AUG. 2 3.201g 1450 Centrepark Blvd Suite 340 rmittin West Palm Beach, FL 33401 St. Lc,9Depart, eo g ent ty Project: Oakland Lake Subdivision Lot 09 5360 Oakland Lake Circle Permit No'K6&-&Q.QftFort 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 Type of Report 99526-1 1 08/08/2018 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 undersigned. •,,....4• ,� ter. ' NO . 48796 .STATE OF Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. � 2018.08.14 16:12:40 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; elibrihi@nvrinc.com; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 � UES�,roject No: 0310.1700251.0020 UES DOCS No: UNIVERSAL UES Report No: 99526-1 ARC 080818 ELuNGINEERING SCIENCES On -Site Time (hrs): 1 .00 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services 9 Materials Testing • Threshold Inspection Travel Time (hrs): 0.25 : 1.25hrs Time Building Code Administration, Compliance Inspection &Plan Review Total (hrs): 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 09 5360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL Date of Activity: Wednesday, 08 August, 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 lot. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. 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 maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. 0 r. UNIVERSAL UU ES Project No: ES DOCS No: 0310.1700251.0020 ENGINEERING SCIENCES UES Report No: 99526-1 DT 080818 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 8201 revard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report Clint: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Pr ject: Oakland Lake Subdivision Lot 09 5360 Oakland Lake Circle Permit No 1807-0003, Fort Pierce, St. Lucie County, FL Ar• a Tested: House lot of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/08/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay rements: 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 underivino soils below the tested debths_ Te It No Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 I NM Test 0-1 ft 12.00 21143 113.4 11.8 99 A 2 N/E Test 0-1 ft 12.00 21143 114.0 12.2 99 A 31' S/E Test 0-1 ft 12.00 21143 112.3 11.7 98 A 4'I SM Test 0-1 ft 12.00 21143 114.1 11.5 99 A (1), Ref. Datum: 0 = Top of Final Grade Maximum Optimum Proctor Dry Moisture # Density Content 21143 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 test was performed without deviation from ASTM procedures. report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.