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Home My WebLink AboutFIELD - LAB REPORTUES Project SAL 04 UNIVE R Da a Typed: No December 11, 200199 ENGINEERING SCIENCES RECEMD Consultants In: Geotechnical Engineering • Environmental Sciences DEC 12 2019 Geophysical Services • Materials Testing • Threshold Inspection ED Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Permitting Department Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client:— Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 S'VMNED Project: Lakewood Park - Lot 003- 7404 Santa Clara ' e,CB tabu 7404 Santa Clara , Ft. Pierce, Indian River County, FL rtl As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or Feld 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 118358-1 11/25/2019 In -Place Density Test Report w/Activity Record 118428-1 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. Sincerely, Universal Er Certificate of No. 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. ]CC Email: JT.Brenner@wadejumeyhomes.com N' VE R S A'- - UES Report Noo: 118358 1 ARC002519 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): 0.50 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.00 820 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 003- 7404 Santa Clara 7404 Santa Clara , 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. 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 In -Place Density Test Report UES Project No: 0310.1900516.0004 UES DOCS No: UES Report No: 118358-1 DT 112519 Client: Wade Jurney Homes ---3300 Battleground Avenue Suite 101 Greensboro, NC27410 Project: Lakewood Park - Lot 003- 7404 Santa Clara 7404 Santa Clara , 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 denths_ 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 9802 102.3 11.8 96 A 2 NE corner. 0 to -1 ft 12.00 9802 102.0 11.0 95 A 3 SE corner. 0 to -1 ft 12.00 9802 101.8 10.7 95 A 4 SW corner. 0 to -1 ft 12.00 9802 102.6 11.8 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. �' �, ,i UES Project No: 0310.1900516.0004 UES DOCS No: LIES Report No: 1184284 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): 0.50 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 003- 7404 Santa Clara 7404 Santa Clara , 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 BuildingCode Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1900516.0004 UES DOCS No: UES Report No: 118428-1 DT 112719 In -Place Density Test Report Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 003- 7404 Santa Clara 7404 Santa Clara , 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 deoths. 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 it 12.00 9804 112.9 9.2 101 A 2 NE corner. 0 to -1 ft 12.00 9804 114.5 7.4 102 A 3 SE comer. 0 to -1 ft 12.00 9804 112.1 10.4 100 A 4 SW corner. 0 to -1 ft 12.00 9804 114.2 7.8 102 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 9864 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.