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Home My WebLink AboutCompaction Test Ter rn'l -7 v Y, 0 3�vN/ - - UNIV9RSA DES Project No.. June 1 ,2017.0000 Date Typed June 12,2017 ENGINEERING SCIENCES Consultants In:Geotechnical Engineering•Environmental Sciences Geophysical Services•Materials Testing•Threshold Inspection 1 9 Building Code Administration,Compliance Inspection&Plan Review 820 Brevard Avenue,Rockledge,FL 32955 -P:321.638.0808 -F:321.638.0978 Construction Materials Testing Seirvices FIELD AND LABORATORY REPORT COVER PAGE Client: M &L Custom Builders 237 Bermuda Beach Dr Ft Pierce, FL 34949 Project: 3520 Seminole Drive, Ft. Pierce, FL 3520 Seminole Drive,Ft. Pierce, Brevard 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 62855-1 1 06/06/2017 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. IDA Sincerely;. Unlvbrsai F:z_,tnganng-3 fence's, Inc.::, CertifibaitF�f Z'66rizatio Ito` r 549 1 r ` i ��: Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No.48796 JUN 2 6 z0� I i NIV �� UES Project No: 0310.1700271.0000 UES DOCS No: UES Report No: 62855-1 ARC 060617 ENGINEERING SCIENCES On-Site Time(hirs). 0.50 Consultants In:Geotechnical Engineering a Environmental Sciences Lab Time(hrs). 0.00 Geophysical Services-Materials Testing-Threshold Inspection Travel Time(hers): 1.00 Building Code Administration,Compliance Inspection&Plan Review Total Time(hrs): 1.50 820 Brevard Avenue,Rockledge,FL 32956 -P: 321.638.0808 -F:321.638.0978 i Activity Record Client: M & L Custom Builders 237 Bermuda Beach Dr Ft Pierce, FL 34949 Project: 3520 Seminole Drive, Ft. Pierce, FL 3520 Seminole Drive,Ft. Pierce, Brevard County, FL Date of Activity: Tuesday, June 06, 2017 Technician: Russell Brause As're uested a Universal Engineering Sciences Technician was resent at the above referenced project q 9 9 P P J t site for the purpose of earthwork testing for the Building pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building 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. The Contractor was notified of the test results or a copy was left for their records. 9 tl I� 9 i i i UNIVERSAL UES Project No: 0310.1700271.0000 UES DOGS No: ENGINEERING SCIENCES UES Report No: 62855-1 DT060617 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 In-Place Density Test Report Client: M & L Custom Builders .237 Bermuda Beach Dr Ft Pierce, FL 34949 Project: 3520 Seminole Drive, Ft. Pierce, FL 3520 Seminole Drive,Ft. Pierce, Brevard County, FL Area Tested: Building pad. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 06/06/2017 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. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 NE corner. 0 to-1 ft 12.00 20863 116'17-- --9.2 99 A 2 NW corner. 0 to-1 ft 12.00 20863 115.6 7.7 98 A 3 SW corner. 0 to-1 ft 12.00 20863 115.1 7.1 98 A 4 SE corner. 0 to-1 ft 12.00 20863 11419 6.4 97 A (1) Ref. Datum: 0 = Top of Final Grade (3) Co ments Key (2) Maximum Optimum A. Compaction meets min. requirements Proctor Dry Moisture B. Compaction does kot meet min. requirements #1 Density Content C. Moisture does notI meet requirements 20863 118.0 10.0 D. Recompaction required i E. Recompacted, Re4ested, Meets Requirements I 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. ' UNIVERSAL Client No: 0310.1700271.0000 ENGINEERING SCIENCES Consultants In:Geotechnical Engineering- Date: June 12, 2017 i Environmental Sciences-Construction Materials Testing 820 Brevard Avenue-Rockledge,Florida 32955-(321)638-0808 REPORT OF MOISTURE DENSITY RELATION19HIP OF SOIL Client: M&L CUSTOM BUILDERS 237 BERMUDA BEACH DRIVE FORT PIERCE FLORIDA 34949 Project: 3520 SEMINOLE DRIVE FORT PIERCE, FLORIDA Location: FILL-PAD Date Sampled: 6/6117 Sampled By R USSELL BRAUSE 120 SulV MARY OF TEST RESULTS 118 _ — TEST M99 ETHOD ASTM D-1557 116 MAX'MUM 118.0 pcf DRY DENSITY 114 OPTIMUM 10.0 MOISTURE CONTENT 112 U.S C.S. ASTM ID2487 SP-SM a ti 110 SOIL DESCRIPTION o I LIGHT TAN SAND U 108 —— ' iu a ' 106 0 FILL: NATURAL GROUND: 104 PASSING#200 SIEVE % z 102 — 0 � C RVES OF 100%SATURATION 100 FOR SPECIFIC GRAVITY EQUAL TO: 98 96 I 2.75 2.70 94 — I 2.65 92 — — — 90 PROCTOR NO: 7180 0 5 10 15 20 25 30 � MOISTURE CONTENT(Percent Dry Weight) LAB NO: 20863 I i NOTESThis report shall not be reproduced,except in full,without the written approval of Universal Engineering)Sciences, I i