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Home My WebLink AboutEngineering C UNIVERSAL Date Typed:UES Project No.: February 018,2020 0 ENGINEERING SCIENCES Consultants In:Geotechnical Engineering•Environmental Sciences Geophysical Services•Materials Testing•Threshold Inspection ED Building Code Administration,Compliance Inspection&Plan Review 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: Mario's Floor Coverings, Inc. 5206 Fort Pierce Boulevard Ft. Pierce, FL 34951 Project: 7605 Roberts Road 7605 Roberts Road , Ft. Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (LIES) 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 121388-1 02/13/2020 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, Inc. Certificate"of.Authorization No. 00000549 :7- - ------------ - Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 I i z ' UNIVERSAL UES Project No: 0310.2000056.0000 UES DOCS No: UES Report No: 121388-1 ARC 021320 ENGINEERING SCIENCES On-Site Time (hrs): 1.50 Consultants In:Geotechnical Engineering•Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services•Materials Testing•Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration,Compliance Inspection&Plan Review Total Time(hrs): 2.50 820 Brevard Avenue, Rockledge, FL 32955 -P: 321.638.0808 -F: 321.638.0978 Activity Record Client: Mario's'Floor Coverings, Inc. 5206 Fort Pierce Boulevard Ft. Pierce, FL 34951 Project: 7605 Roberts Road 7605 Roberts Road , Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, 13 February, 2020 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House lot. While on site, the technician observed the general condition of the areas to be tested and performed 6 density test(s)for House lot.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. I UNIVERSAL UUES Project ES DOCS Noo: 0310.2000056.0000 ENGINEERING SCIENCES UES Report No: 121388-1 DT 021320 Consultants In:Geotechnical Engineering•Environmental Sciences Geophysical Se vices•Materials Testing•Threshold Inspection 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: Mario's Floor Coverings, Inc. 5206 Fort Pierce Boulevard Ft. Pierce, FL 34951 Project: 7605 Roberts Road 7605 Roberts Road , Ft. Pierce, St. Lucie County, FL Area Tested: House lot I Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 02/13/2020 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay 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. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test' Range (inch) (2) (PCF) % Compaction (3) 1 N/W Nuke Gauge Test 0-1 ft 12.00 10013 116.1 10.2 102 A 2 N/E Test Nuke Gauge 0-1 ft 12.00 10013 117.3 11.5 103 A 3 S/E Test Nuke Gauge 0-1 ft 12.00 10013 117.4 11.9 103 A 4 S/W Test Nuke Gauge 0-1 ft 12.00 10013 115.5 10.4 101 A 5 East Test Drive Sleeve -1-2 ft 12.00 10013 116.2 12.3 102 A 6 West Test Drive Sleeve -1-2 ft 12.00 10013 115.8 12.6 102 A (1) Ref. Datum: 0 = Top of Final Grade (3) Comments Key (2) Maximum Optimum A. Compaction meets min. requirements Proctor Dry Moisture B. Compaction does not meet min. requirements # Density Content C. Moisture does not meet requirements 10013 114.0 10.5 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. I Project Number: 0310.2000056.0000 Lab Number: 25337 UNIVERSAL FDC Number: 10013 820 Brevard Avenue,Rockledge,Florida 32955 Phone 321-638-0808 Fax321-638-0978 www.universalengineering.com Client: Mario's Floor Coverings, Inc.. Project Name: 7605 Roberts Road Sample Location: House Pad Intended Use: Fill Soil Classification: SP Material Description: Brown Silty Sand Date Plotted: 2/17/2020 Sampled By: Cliff Cherrnay Tested By: Mike Cox Date Sampled: 2/13/2020 Date Tested: 2/14/2020 SUMMARY OF TEST RESULTS Test Method: ASTM D1557 Method A Maximum Dry Density, pcf: 114.0 Optimum Moisture, %: 10.5 Passing 3.5" Sieve, W 100 j Passing No. 4 Sieve, W 99 Passing No. 200 Sieve, %: N/A 130 125 - - - l - - I - 120 - -- t 1- - - - --- - 115 - - I- CL �+ 110 —--- _ Curves of 100%Saturation for Specific Gravity Equal to: _ I - 2.65 —- t --I 2.70 p 105 - - t- - - 2.75 100 I 95 - - --- - - - I _ I 90 I I I I 0 5 10 15 20 25 30 Moisture Content(%) Sampled according to AASHTO T 002, This report shall not be reproduced,except in full,without the written approval of Universal Engineering Sciences,Inc.