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Home My WebLink AboutFIELD LAB REPORTUNIVERSAL ENGINEERING SCIENCES Consultants Ire Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 LE Q�Y UES Project No.: 0310. 002 0 41 Date Typed: January 31, 2019 - 6 0 Y77 r Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE =RECEIVEDClient: Ryan Homes 1450 Centrepark Blvd Suite 340West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 63 5283 Oakland Lake Circle Permit 1812-0025, 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 results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work SCANNED QV Work Order No. Date Type of Report 105836.1 01/17/2019 In -Place Density Test Report w/Activity Record 106056-1 1 01/23/2019 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. Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Z Richard E. E... c''�� Hoaglin, P.E. No. 2019.01.31 48796 =_ 16:04:01 STATE OF= -05'00' 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 verified on any electronic copies. ICC Email: cbugg@nvrinc.mm; rhager@nvrinc.com; signrseal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 041 UNIVERSAL UUESES R pCo NNo: 106056-01 ARC0 012319 ENGINEERING SCIENCES On -Site Time (hrs):1.00 Consultants In: GeotechnialEngineering 9Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services , Materials Testing • Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance lnspection&Plan Review Total Time (hrs): 2.00 820 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 63 5283 Oakland Lake Circle Permit 1812-0025, Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 23 January, 2019 Technician: Cliff Chermav 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 maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. UNIVERSAL ENGINEERING SCIENCES Consultants in: Geotedmical Engineering • Environmental sciences Geophysical Services • Materials Testing • Threshold Inspection Building CodeAdministrauon, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1700251.0041 UES DOCS No: UES Report No: 106056-1 DT 012319 In -Place Density Test Report Client: Ryan Homes JAN 31 2019 1450 Centrepark Blvd Suite 340 sr. Lucie county, perm West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 63 5283 Oakland Lake Circle Permit 1812-0025, Ft. Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 01/23/2019 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 rnnditinn of the underivino soils below the tested deoths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NM Test 0-1 ft 12.00 21143 110.2 11.4 96 A 2 WE Test 0-1 ft 12.00 21143 109.6 11.7 95 A 3 S/E Test 0-1 ft 12.00 21143 110.0 11.0 96 A 4 S/W Test 0-1 ft 12.00 21143 111.8 11.0 97 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 21143 116.0 12.0 7his 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 This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. /b 1 4 — wtb U N 1. V r R S A L Date dd: No.: Joan ary31z 200941 ENGINEERING S.CIENC.ES Consultants In: Geotechnical Engineering • Environmental Sciences FILE ECel� P .GeophysicabServicesl•'MaterialsTesting • Threshold Inspection93 FEB 2 Building Code Administration, Compliancelnspe Lion & Plan Review 12018 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Permitting Client: Project: Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 SCANNED BY St. Lucie County Oakland Lake Subdivision Lot•6.3 , -�� 5283 Oakland Lake Circle ;eimit 1812_OQ25) t. 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 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 105836-1 01/17/2019 In -Place Density Test Report w/Activity Record 106056-1 1 01/23/2019 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. Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No' , . 00000549 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; rhager@nvrinc.cem; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 R S A L UES Pr t No: 0310.1700251.0041 UES DC4No: U N I V ncc oe...,.r u..• ansuza_i ear n-i47aa ENGINEERING SCIENCES On -Site Time (hrs):0.50 Consultants In: Geotechnical Engineering , Environmental5dences Lab Time (hrs): 0.00 Geophysical Services a Materials Testing-i Thiesholddnspection Travel Time (hrs): 0.25 Building Code Administration, Compliance lnspecUon&Plan Review Total Time (hrs): 0.75 820 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 63 5283 Oakland Lake Circle Permit 1812-0025, Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, 17 January, 2019 Technician: Timothy Hughes 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. 1 test(s) were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. 3 test(s) were found to not meet the project compaction requirement of 95% of the maximum dry density per ASTM D-1557 and these areas require recompaction and retesting. The Contractor was notified of the test results or a copy was left for their records. UNIVrRSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering -Environmental Sciences, Geophysical Services • Materials?esting • ThresholdInspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report t1E: ject No: 0310.1700251.0041 LIES, .'CS No: UES Report No: 105836-1 DT 011719 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 63 5283 Oakland Lake Circle Permit 1812-0025, Ft. Pierce, St. Lucie County, FL Area Tested: house pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 01/17/2019 Lab: ASTM D1557 Modified Proctor Technician: Timothy Hughes 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 SE corner of pad 0 to -1 ft 12.00 21143 106.1 6.9 92 B,D 2 SW corner of pad 0 to -1 ft 12.00 21143 108.4 7.1 94 B,D 3 NW corner of pad 0 to -1 ft 12.00 21143 108.6 9.4 94 B,D 4 NE corner of pad 0 to -1 ft 12.00 21143 110.9 6.4 96 A (1) Ref. Datum: 0 = Top of Final Grade (2) 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. ' 1 I N' v r t rt �A UES Report No : 106056-1 ARC 012319 ENGINEERING SCIENCES On -Site Time (hrs):1.00 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical5ervices • MaterialsTesting'i Thiesholddrispection Travel Time (hrs): 1.00 Building CodeAdministration, Compliance Inspection&PlanReyiew Total Time (hrs): 2.00 820 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 63 5283 Oakland Lake Circle Permit 1812-0025, Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 23 January, 2019 Technician: Cliff Chermay 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 maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. WW ! `� I I � .' S � am US ICS No: 0310.1700251.0041 ENGINEERING SCIENCES "Co ReportNo: 106056-1DT012319 Consultants In: Geotechnical Engineering •Environmental Sciences. 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 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 63 5283 Oakland Lake Circle Permit 1812-0025, Ft. Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 01/23/2019 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 it 12.00 21143 110.2 11.4 96 A 2 N/E Test 0-1 it 12.00 21143 109.6 11.7 95 A 3 S/E Test 0-1 ft 12.00 21143 110.0 11.0 96 A 4 S/W Test 0-1 ft 12.00 21143 111.8 11.0 97 A (1) Ref. Datum: 0 = Top of Final Grade (2) 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.