The URL can be used to link to this page

Home My WebLink AboutDenisty Report - Dollar General Store 8736 Ft. PierceUES Project No.: Date Typed: 0310.2000358.0000 December 09, 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 132065-1 12/02/2020 In-Place Density Test Report w/Activity Record 132067-1 12/04/2020 Field Inspection Report 132158-1 12/07/2020 Field Inspection Report 132255-1 12/08/2020 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, 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 132065-1 ARC 120220 1.00 0.00 1.00 2.00 820 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:Wednesday, 02 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 final lift. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building pad final lift.. 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. Technician also performed water turbidity testing. Result from canal found to be 14.30 Result from discharge found to be 28.44. All results within required spec. UES Project No: UES DOCS No: UES Report No: 0310.2000358.0000 132065-1 DT 120320 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 final lift. Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:12/03/2020 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 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 NW corner.0 to -1 ft 12.00 26282 118.4 14.2 97 A 2 NE corner.0 to -1 ft 12.00 26282 118.1 10.9 97 A 3 SE corner.0 to -1 ft 12.00 26282 116.9 13.2 96 A 4 Ctr of pad.0 to -1 ft 12.00 26282 118.7 12.2 97 A (1)Ref. Datum: 0 = Top of Final Grade (3) Comments Key (2) Proctor # Maximum Dry Density Optimum Moisture Content 26282 122.0 9.0 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: On-Site Time (hrs): Lab Time (hrs): Travel Time (hrs): Total Time (hrs): 0310.2000358.0000 03-132067 1.50 0.00 1.00 2.50 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Inspection 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 Date of Activity:12/04/2020 Technician:Russell Brause As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of turbidity testing . Contractor removing & re-installing in N side pond area to help filter run off water to canal, not pumping at this time.Monatoring the removal of unsuitabe soils from bottom of ponds and suitable soils being installed to improve perkability of ponds. 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 03-132158 0.75 0.00 1.00 1.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Inspection 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 Date of Activity:12/07/2020 Technician:Russell Brause As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of turbidity testing. There is no pumping at this time. Monitoring continued excavation for removal of unsuitable soils, and column pads being installed. 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 132255-1 ARC 120820 1.75 0.00 1.00 2.75 820 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:Tuesday, 08 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 Column pad footings. While on site, the technician observed the general condition of the areas to be tested and performed 20 density test(s) for Column pad footings.. 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. UES Project No: UES DOCS No: UES Report No: 0310.2000358.0000 132255-1 DT 120820 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:Column pad footings. Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:12/08/2020 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 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 Column pad B-5 W ctr of.0 to -1 ft 12.00 26283 107.6 12.2 100 A 2 Column pad A-5 W ctr of.0 to -1 ft 12.00 26283 108.1 12.1 100 A 3 Column pad B-5 E ctr of.0 to -1 ft 12.00 26283 109.3 11.0 101 A 4 Column pad C-6 W ctr of.0 to -1 ft 12.00 26283 107.7 12.6 100 A 5 Column pad D-6 W ctr of.0 to -1 ft 12.00 26283 106.8 12.5 99 A 6 Column pad D-6 E ctr of.0 to -1 ft 12.00 26283 106.9 10.2 99 A 7 Column pad C-6 E ctr of.0 to -1 ft 12.00 26283 109.3 11.4 101 A 8 Column pad B-4 E ctr of.0 to -1 ft 12.00 26283 107.3 10.8 99 A 9 Column pad A-4 ctr of.0 to -1 ft 12.00 26283 105.3 12.6 98 A 10 Column pad B-4 W ctr of.0 to -1 ft 12.00 26283 107.2 11.4 99 A 11 Column pad B-3 W ctr of.0 to -1 ft 12.00 26283 107.4 11.2 99 A 12 Column pad A-3 ctr of.0 to -1 ft 12.00 26283 109.0 11.4 101 A 13 Column pad B-3 E ctr of.0 to -1 ft 12.00 26283 106.4 12.0 99 A 14 Column pad B-2 E ctr of.0 to -1 ft 12.00 26283 105.8 11.8 98 A 15 Column pad A-2 ctr of.0 to -1 ft 12.00 26283 106.1 10.8 98 A 16 Column pad B-2 W ctr of.0 to -1 ft 12.00 26283 107.2 11.9 99 A 17 Column pad C-1 W ctr of.0 to -1 ft 12.00 26283 105.0 11.5 97 A 18 Column pad D-1 W ctr of.0 to -1 ft 12.00 26283 106.3 10.8 98 A 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 132255-1 DT 120820 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:Column pad footings. Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:12/08/2020 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 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) 19 Column pad D-1 E ctr of.0 to -1 ft 12.00 26283 106.4 11.0 99 A 20 Column pad C-1 E ctr of.0 to -1 ft 12.00 26283 106.7 12.0 99 A (1)Ref. Datum: 0 = Bottom of Footing (3) Comments Key (2) Proctor # Maximum Dry Density Optimum Moisture Content 26283 108.0 11.5 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.