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Home My WebLink AboutFEILD AND LAB REPORT 1i41 SCANNED BY St. Lucie County UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Scl Geophysical Services • Construction MaterlalsTesting • Thresh Building Inspection • Plan Review • Building Code Administra ences old Inspection tion Field and Laboratory Report Transmittal Sheet Client: Richard K . Davis PO Box 186 Fort Pierce, Florida 34954 LOCATIONS: • Atlaam • Daytona Beach • Fort Myers • Fort Pierce • Gainesville • Jacksonville • Kissimmee Leesburg • Miami Ocala Orlando (Headquarters) • Palm Coast • Panama City • Pensacola • Rockledge SarOSom Tampa IV JUL Z 9 2015 Public Works St. Lucie County, FL Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389 15601 W. Midway Road, Fort Pierce, FL 34945 Port St. Lucie, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 42751 ARDI, 42671 DTI. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 ^»� Richard E. Hoaglin, j P.E. t. 2015.07.2911:11:52 p -04'00' Richard E. Hoaglin, P.E. STATE OF FLORIDA Licensed Professional Engineer No. 48796 mriestrl rkdavis.com 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com UNIVC'RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection •PIan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Record A Project No: 0310.1500279.0000 LIES Report No: 42751 ARD2 072315 On -Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.75 Client: Richard K. Davis Inc. P.O. Box 186 Fort Pierce, FL 34954 Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389 15601 W. Midway Road, Fort Pierce, FL 34945 Date of Activity: Thursday, July 23, 2015 Technician: Francois Philippe As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the slab on grade and footing pad. While on site, the technician observed the general condition of the areas to be tested and performed 3 density test(s) for slab on grade. 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 98% of the maximum dry density perASTM D1557. While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for footing 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 98% of the maximum dry density perASTM D1557. The Contractor was notified of the test results or a copy was left for their records. This test(s) was performed without deviation from ASTM procedure. This report shall not he reproduced, except in full, without the written approval of Universal Engineering Sciences. U N 1 V. R S A L S Project No: 0310.1500279.0000 ENGINEERING SCIENCES UESReportNo: 42751-1DT072315 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection •Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 In -Place Density Test Report Client: Richard K. Davis Inc. P.O. Box 186 Fort Pierce, FL 34954 Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389 15601 W. Midway Road, Fort Pierce, FL 34945 Area Tested: Slab on grade Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/23/2015 Lab: ASTM D1557 Technician: Francois Philippe Requirements: 98% 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 # Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comme (3) 1 25' S 15' E NW comer slab 0 to -1 12.00 18445 114.3 11.4 99 A 2 50' E from W center 0 to -1 12.00 18445 114.6 8.9 99 A 3 15' N 40' W comer SE 0 to -1 12.00 18445 113.8 8.7 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 18445 116.0 10.0 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. i UNIVERSAL NIVERSAL UES Project No: 0310.1500279.0000 ENGINEERING SCIENCES UESReportNo: 42751-2DT072315 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 In -Place Density Test Report Client: Richard K. Davis Inc. P.O. Box 186 Fort Pierce, FL 34954 Project: Small Animal Exhibition Hall — Permit No. SLC 1504-0389 15601 W. Midway Road, Fort Pierce, FL 34945 Area Tested: footing pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/23/2015 Lab: ASTM D1557 Technician: Francois Philippe Requirements: 98% 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 # Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 4 20'S 5 W NE corner footing pad 0 to -1 12.00 18445 114.7 12.6 99 A 5 7W 2'N SE corner footing pad 0 to -1 12.00 18445 113.8 13.7 98 A (1) Ref. Datum: 0 = Bottom of Footing (2) Proctor Maximum Optimum Dry Moisture # Density Content 18445 116.0 10.0 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.