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Home My WebLink AboutEngineering Project No.: 0310.2000111.0000 UNIVERS GAL. Date Typed: April 06,2020 ENGINEERING SCIENCES Consultants In:Geotechnical Engineering•Environmental Sciences Geophysical Services•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 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Richard Cheatham 4065 North Old Dixie Highway Ft. Pierce, FL 34946 Project: 5908 Tangelo Drive Ft. Pierce, St. Lucie County,'FL As requested, Universal Engineering Sciences, Inc. (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 122683-1 1 03/18/2020 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. Itl1.1 Certificate of Authorization No. 00000549 \\ � ' • � Digitally signed by Richard E Hoaglin •1+.y1W !YA t)N:c=US,o=UNIVERSAL �.• •• ♦ /-1 ENGINEERING SCIENCES INC, rou=A01410D0000016B5696 O, �iFG7l ' 604900003A80,cn=Richard Date 2020.04:07 09:34:18 s D +E .. 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:ricksgolden@gmail.com U�roject No: 0310.2000111.0000 UES ROCS No: UNIVERSAL . UES Report No. 122683-1 ARC 031820 ENGINEERING SCIENCES On-Site Time(hrs): 1.00 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): 2.00 820 Brevard Avenue, Rockledge, FL 32955 -P: 321.638.0808 :F: 321.638.0978 Activity Record Client: Richard Cheatham 4065 North Old Dixie Highway Ft. Pierce, FL 34946 Project: 5908 Tangelo Drive Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 18 March, 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 pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s)for House 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 95%of the maximum dry density per ASTM D-1557. Technician also picked up a proctor. Project No: 0310.2000111.0000 UNI #ERSAL aUES DOCS No: ENGINEERING SCIENCES UES Report No: 122683-1 DT 031820 Consultants In:Geotechnical Engineering-Environmental Sciences Geophysical Services-Materials Testing-Threshold Inspection 91 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: Richard Cheatham 4065 North Old Dixie Highway Ft. Pierce,FL 34946 Project: . 5908 Tangelo Drive Ft. Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 03/18/2020 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 NMI Test 0-1 ft 12.00 10129 115.4 8.1 103 A 2 N/E Test 0-1 ft 12.00 10129 116.1 8.1 104 A 3 S/E Test 0-1 ft 12.00 10129 114.5 8.3 . . 102 A 4 SMI Test 0-1 ft 12.00 10129 115.5 7.9 103 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 10129 112.0 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. Project Number: 0310.2000111.0000 Lab Number: 25527 UNIVERSAL FDC Number: 10129 820 Brevard Avenue,_Rockledge, Florida 32955 Phone 321-638-0808 Fax 321-638-0978 www.universalenginearing.com Client: Richard Cheatham Project Name: 5908 Tangelo Drive Sample Location: House Pad Intended Use: Fill Soil Classification: SP Material Description: Grey Sand with Clay Date Plotted: 3/23/2020 Sampled By: Cliff Cherrnay Tested By: Mike Cox Date Sampled: 3/18/2020 Date Tested: 3/18/2020 SUMMARY OF TEST RESULTS Test Method: ASTM D1557 Method A Maximum Dry Density, pcf: 112.0 Optimum Moisture, %: 10.5 Passing 3.5"Sieve, W 100 Passing No.4 Sieve, W 100 Passing No. 200 Sieve, W N/A 130 -i` I -- I - 125 -- — —-- --- — - 120 -----.-- -- I - -i,-. 115 -- -- — -- -- --�— u — — -------— — L ——— — ——— 110 — — — --- _ _Curves of 100%Saturatlon for _Spocific Gravity Equal to: c — — _ -- ---2.62.70 p 105 = —I i— _._— - - : 2.75 ——— — --- ------ -- — — — - - — 100 — -- __ -- 90 —� 0 5 10 15 20 25 30 Moisture Content(%) Sampled according to AASHTO T 002. This report shall not he reproduced,except in full,without the written approval of Universal Engineering Sciences,Inc.