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Home My WebLink AboutDensity Reports - Dollar General Store, 12.14.20UES Project No.: Date Typed: 0310.2000358.0000 December 14, 2020 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client:Fulcrum Construction Group, LLC 810 Manci Ave Daphne, AL 36526 Project:Dollar General Store 8736 Ft. Pierce Virginia Avenue & 38th Street, Ft. Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, LLC. (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 132390-1 12/10/2020 In-Place Density Test Report w/Activity Record 132390-2 12/10/2020 In-Place Density Test Report 132390-3 12/10/2020 In-Place Density Test Report 132390-4 12/10/2020 In-Place Density Test Report 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, LLC. 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: brandon.paul@fulcrumgroup.com; brian.k@fulcrumgroup.com UES Project No: UES DOCS No: UES Report No: On-Site Time (hrs): Lab Time (hrs): Travel Time (hrs): Total Time (hrs): 0310.2000358.0000 132390-1 ARC 121020 1.75 0.00 2.00 3.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client:Fulcrum Construction Group, LLC 810 Manci Ave Daphne, AL 36526 Project:Dollar General Store 8736 Ft. Pierce Virginia Avenue & 38th Street, Ft. Pierce, St. Lucie County, FL Date of Activity:Thursday, 10 December, 2020 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 Building pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building 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 100% of the maximum dry density per ASTM D-698. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building 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 100% of the maximum dry density per ASTM D-698. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building 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 100% of the maximum dry density per ASTM D-698. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building 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 100% of the maximum dry density per ASTM D-698. UES Project No: UES DOCS No: UES Report No: 0310.2000358.0000 132390-1 DT 121020 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In-Place Density Test Report Client:Fulcrum Construction Group, LLC 810 Manci Ave Daphne, AL 36526 Project:Dollar General Store 8736 Ft. Pierce Virginia Avenue & 38th Street, Ft. Pierce, St. Lucie County, FL Area Tested:Building pad 8" Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:12/10/2020 Lab:ASTM D698 Standard Proctor Technician:Russell Brause Requirements:100% 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 SW corner.0 to -8 inch 8.00 26523 110.2 9.6 101 A 2 NW corner.0 to -8 inch 8.00 26523 109.7 9.6 101 A 3 NE corner.0 to -8 inch 8.00 26523 111.0 10.1 102 A 4 SE corner.0 to -8 inch 8.00 26523 110.4 9.5 101 A (1)Ref. Datum: 0 = Top of Final Grade (3) Comments Key (2) Proctor # Maximum Dry Density Optimum Moisture Content 26523 109.0 12.0 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. UES Project No: UES DOCS No: UES Report No: 0310.2000358.0000 132390-2 DT 121020 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In-Place Density Test Report Client:Fulcrum Construction Group, LLC 810 Manci Ave Daphne, AL 36526 Project:Dollar General Store 8736 Ft. Pierce Virginia Avenue & 38th Street, Ft. Pierce, St. Lucie County, FL Area Tested:Building pad Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:12/10/2020 Lab:ASTM D698 Standard Proctor Technician:Russell Brause Requirements:100% 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) 5 SW corner.-8 to -16 inch 8.00 26523 109.4 10.0 100 A 6 NW corner.-8 to -16 inch 8.00 26523 110.4 10.1 101 A 7 NE corner.-8 to -16 inch 8.00 26523 110.2 10.6 101 A 8 SE corner.-8 to -16 inch 8.00 26523 109.2 12.6 100 A (1)Ref. Datum: 0 = Top of Final Grade (3) Comments Key (2) Proctor # Maximum Dry Density Optimum Moisture Content 26523 109.0 12.0 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. UES Project No: UES DOCS No: UES Report No: 0310.2000358.0000 132390-3 DT 121020 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In-Place Density Test Report Client:Fulcrum Construction Group, LLC 810 Manci Ave Daphne, AL 36526 Project:Dollar General Store 8736 Ft. Pierce Virginia Avenue & 38th Street, Ft. Pierce, St. Lucie County, FL Area Tested:Building pad Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:12/10/2020 Lab:ASTM D698 Standard Proctor Technician:Russell Brause Requirements:100% 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) 9 SW corner.-16 to -24 inch 8.00 26523 110.8 10.0 102 A 10 NW corner.-16 to -24 inch 8.00 26523 110.7 10.3 102 A 11 NE corner.-16 to -24 inch 8.00 26523 109.8 10.4 101 A 12 SE corner.-16 to -24 inch 8.00 26523 110.2 12.7 101 A (1)Ref. Datum: 0 = Top of Final Grade (3) Comments Key (2) Proctor # Maximum Dry Density Optimum Moisture Content 26523 109.0 12.0 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. UES Project No: UES DOCS No: UES Report No: 0310.2000358.0000 132390-4 DT 121020 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In-Place Density Test Report Client:Fulcrum Construction Group, LLC 810 Manci Ave Daphne, AL 36526 Project:Dollar General Store 8736 Ft. Pierce Virginia Avenue & 38th Street, Ft. Pierce, St. Lucie County, FL Area Tested:Building pad Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:12/10/2020 Lab:ASTM D698 Standard Proctor Technician:Russell Brause Requirements:100% 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) 13 NW corner.-24 to -32 inch 8.00 26523 109.7 11.1 101 A 14 SW corner.-24 to -32 inch 8.00 26523 111.3 11.6 102 A 15 SE corner.-24 to-32 inch 8.00 26523 111.4 12.5 102 A 16 NE corner.-24 to -32 inch 8.00 26523 110.5 12.0 101 A (1)Ref. Datum: 0 = Top of Final Grade (3) Comments Key (2) Proctor # Maximum Dry Density Optimum Moisture Content 26523 109.0 12.0 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.