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Home My WebLink AboutConstruction Materials Testing051 'Project No.: 0310.1900516.0001 UNII,w1ERSAL- _ Typed: December 10, 2019 ENGINEERING SCIENCES' REceiveD Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection DEC I % 2019 Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 a a,trnent Construction Materials Testing Services sr. Lucie Coun FIELD AND LABORATORY REPORT COVER PAGE Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 0001 - 7103 Brookline Ave. 7103 Brookline, Ft. Pierce, Indian River 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 Type of Report 118355-1 11/25/2019 In -Place Density Test Report w/Activity Record 118425-1 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 Engineering Sciences, Inc. Certificate of Authorization No. 00000549 dq -`',;� 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: JT.Brenner@wadejumeyhomes.com UNIVERSAL U �oject No: 0310.1900516.0001 U�-.-_-_')CS No: UES Report No: 118365-1 ARC 112519 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): 1.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.75 820 Brevard Avenue, Rockledge, FL 32956 - 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 0001 - 7103 Brookline Ave. 7103 Brookline , 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, native. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House pad native. 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. UNIV-ERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services o Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 - F: 321.638.0978 Client: Project: Area Tested: Type of Test: Technician: Requirements: J3 Project No: 0310.1900516.0001 u _S DOCS No: UES Report No: 118355-1 DT 112519 In -Place Density Test Report Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Lakewood Park - Lot 0001 7103 Brookline Ave. 7103 Brookline , Ft. Pierce, Indian River County, FL House pad native. Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Russell Brause Date of Test: 11 /25/2019 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 underlvino 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 corner. 0 to -1 ft 12.00 9805 101.9 11.2 96 A 2 SE corner. 0 to-1 ft 12.00 9805 102.2 10.8 96 A 3 NE corner. 0 to -1 ft 12.00 9805 101.8 11.1 96 A 4 NW corner. 0 to -1 ft 12.00 9805 102.4 11.4 97 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 9805 .106.0 12.5 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. UNILIRSAL UIE oject No: 0310.1900516.0001 UE_ ��,)CS No: UES Report No: 118425-1 ARC 112619 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 0001 - 7103 Brookline Ave. 7103 Brookline , 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 UES Project UES DOCS Noo: 0310.1900516.0001 ENGINEERING SCIENCES UES Report No: 118425-.1 DT 112719 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Service's Materials Testing • Threshold Inspection 91 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: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410' Project: Lakewood Park - Lot 0001 - 7103 Brookline Ave. 7103.Brookline , Ft. Pierce, Indian River County, FL Area Tested: Type of Test: Technician: Requirements: House pad. Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557. Modified Proctor Russell Brause Date of Test: 11 /27/2019 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. 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 112.6 10.2 101 A 2 NE corner. 0 to -1 ft 12.00 9804 112.9 10.8 101 A 3 SE corner. 0 to -1 ft 12.00 9804 113.2 10.4 101 A 4 SW corner. 0 to -1 ft 12.00 9804 113.5 10.7 101 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, excepfin full, without the written approval of Universal Engineering Sciences.