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HomeMy WebLinkAbout38944 building slab densityUES Project No.: Date Typed: 0310.2000494.0000 December 31, 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:Wilson's Petroleum Equip. Inc 1803 South 31st Street Fort Pierce, FL 34947 Project:7-11 Store No 38944 7310 Indrio Road, 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 133068-1 12/31/2020 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: robk@wilsons-petroleum.com UES Project No: UES DOCS No: UES Report No: On-Site Time (hrs): Lab Time (hrs): Travel Time (hrs): Total Time (hrs): 0310.2000494.0000 133068-1 ARC 123120 1.25 0.00 1.00 2.25 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client:Wilson's Petroleum Equip. Inc 1803 South 31st Street Fort Pierce, FL 34947 Project:7-11 Store No 38944 7310 Indrio Road, Ft. Pierce, St. Lucie County, FL Date of Activity:Thursday, 31 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 Main building slab. While on site, the technician observed the general condition of the areas to be tested and performed 8 density test(s) for Main builoding slab. 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: 0310.2000494.0000 133068-1 DT 123120 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 In-Place Density Test Report Client:Wilson's Petroleum Equip. Inc 1803 South 31st Street Fort Pierce, FL 34947 Project:7-11 Store No 38944 7310 Indrio Road, Ft. Pierce, St. Lucie County, FL Area Tested:Main building slab. Type of Test:Field:ASTM D-6938 Nuclear Gauge Method Date of Test:12/31/2020 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 SW corner.0 to -1 ft 12.00 26476 108.4 9.9 99 A 2 SE corner.0 to -1 ft 12.00 26476 107.4 9.6 98 A 3 E side ctr.0 to -1 ft 12.00 26476 111.4 8.6 101 A 4 W side ctr.0 to -1 ft 12.00 26476 110.8 8.2 101 A 5 NW corner.0 to -1 ft 12.00 26476 109.7 8.6 100 A 6 NE corner.0 to -1 ft 12.00 26476 110.7 7.5 101 A 7 S side ctr.0 to -1 ft 12.00 26476 108.6 9.6 99 A 8 N side ctr.0 to -1 ft 12.00 26476 110.3 6.2 100 A (1)Ref. Datum: 0 = Top of Final Grade (3) Comments Key (2) Proctor # Maximum Dry Density Optimum Moisture Content 26476 110.0 11.0 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.