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Home My WebLink AboutFIELD - LABORATORY REPORTA UNIVERSAL ENGINEERING SCIENCES 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 Ull5'Project No.: 0310.1900516.0003 Date Typed: December 11, 2019 RECIE Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 002 - 7105 Brookline Ave. 7105 Brookline Avenue, Ft. Pierce, Indian River County, FL DEC 12 IBIS Department ie Col`^r SCANNED BY St. Lucie County 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 Data I Type of Report 118357-1 1 11/25/2019 In -Place Density Test Report w/Activity Record 118427-1 1 11/26/2019 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. ICC Email: JT.Brenner@wadejumeyhomes.com Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization' No. 00 5� ,. Fa t:%a 21 .1e,f13j 1.5 1 D } l,✓�jd`,,,'f41��7,i'�+%kno's�5`t}i Richard E. Hoag11n;'PjE.,9 Professional Enqineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies or this document are not considered signed and sealed and the signature must be verified on any electronic copies. UNIVERSAL 118357-1 UES Report Noo: ARC 12519 Ls!lENGINEERING 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): 0.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 002 - 7105 Brookline Ave. 7105 Brookline Avenue, Ft. Pierce, Indian River County, FL Date of Activity: Monday, 25 November, 2019 Technician: Russell Brause 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: 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 UES Project No: 0310.1900516.0003 UES DOCS No: UES Report No: 118357-1 DT 112519 In -Place Density Test Report Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 002 - 7105 Brookline Ave. 7105 Brookline Avenue , Ft. Pierce, Indian River County, FL Area Tested: House pad. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/25/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause 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 underlvina 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 SW comer. 0 to -1 ft 12.00 9802 101.7 6.8 95 A 2 SE corner. 0 to -1 It 12.00 9802 102.6 11.1 96 A 3 NE corner. 0 to -1 ft 12.00 9802 102.2 10.2 96 A 4 NW corner. 0 to -1 ft 12.00 9802 102.6 10.7 96 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 9802 107.0 12.0 This 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 he reproduced, except in full, without the written approval of Universal Engineering Sciences. UE,�i-, +:Dject No: 0310.1900516.0003 LIES U N I VERSAL UES Report No: 118427-1 ARC 112619 ENGINEERING SCIENCES On -Site Time (hrs):0.25 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): 0.50 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 002 - 7105 Brookline Ave. 7105 Brookline Avenue, Ft. Pierce, Indian River County, FL Date of Activity: Tuesday, 26 November, 2019 Technician: Russell Brause 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: 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 UES Project No: 0310.1900516.0003 UES DOCS No: UES Report No: 118427-1 DT 112719 In -Place Density Test Report Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 002 - 7105 Brookline Ave. 7105 Brookline Avenue , Ft. Pierce, Indian River County, FL Area Tested: House pad. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/27/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause 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 underlvina 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 NW corner. 0 to -1 ft 12.00 9804 112.0 9.6 100 A 2 NE corner. 0 to -1 It 12.00 9804 112.6 12.1 101 A 3 SE corner. 0 to -1 It 12.00 9804 111.7 9.8 100 A 4 SW corner. 0 to -1 ft 12.00 9804 112.6 12.1 101 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 9804 112.0 11.0 This 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.