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Home My WebLink AboutFIELD AND LAB REPORTUNIVERSAL LOCATIONS - Atlanta - Daytona Beach ENGINEERING SCIENCES . Fwmym Foat Pierce Consultants In: Geotechnical Engineering - Environmental Sciences Gam �ille es Jackscriville Geophysical Services - Construction Materials Testing - Threshold Inspection Kissimmec Building Inspection -Plan Review -Building Code Administration Lecsturg Miami Ocala Orlando (Headquariers) Project No.: or- 0310.1500293.0000 )Q: CE11 - Palm Cmaa Panarna City SEPR Pensacola Date Typed: September 10, 2015 2 R-kldg. Samacma Tampa West Palm Beach Field and Laboratory Report Transmittal Sheet Client: ComStruct Services, Inc 4440 Southeast 53rd Avenue Ocala, FL 34480 SCANNED BY Project: Crown Beths Song Shelter Building St Lucie CoUrIty Permit # 1506-0523 6425 Russakis Road Ft. Pierce, FL As requested, a representative of Universal Engineering Sciences, Inc. (LIES) 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: 43880 ARD2, 43880 DT1, 43880 DT2, 18552 MP. 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: _�., Ir" Universal Engineering Sciences, Inc. : 1� Certificate ofAuth� zatlonNl" r i q�,�549 /ichard E. Hoaglin, P.E. STATE OF FLORIDA' sm Licensed Professional Engineer No. 48796 ICC Email: ricky.hunt(dconstructinc.com ICC Fax: City of Ft. Pierce 772-462-6443 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com [ 'k UNIVE -"SAL ENGINEERING SCIENCES 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 Activity Record UES Proje ' '�D: 0310.1500293.0000 UES Report No: 43880 ARD2 090915 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 Client: ComStruct Services, Inc 4440 Southeast 53rd Avenue Ocala, FL 34480 Project: Crown Beths Song Shelter Building 6425 Russakis Road,Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, September 9, 2015 Technician: Cliff Chermay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Footing, Building pad. While on site, the technician observed the general condition of the areas to be tested and performed 1 density test(s) for Footing. 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-1 557. While on site, the technician observed the general condition of the areas to be tested and performed I 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-1 557. As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Technician was on site for the purpose of density testing. This test(s) was performed without deviation from ASTMprocedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. 1f*AL UNIVEJA ENGINEERING SCIENCES 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 ReDort Client: CornStruct Services, Inc 4440 Southeast 53rd Avenue Ocala, FL 34480 Project: Crown Beths Song Shelter Building 6425 Russakis Road,Ft. Pierce, St. Lucie County, FL Area Tested: Footing Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Chermay UES Pro,",,, --',No: 0310.1500293.0000 ILIES Report No: 43880 DT1 090915 Date of Test: 09/09/2015 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 Test Range Depth Proctor Density Field moisture % Comments Location of Test (FT) (IN) (2) (PCF) % Compaction (3) I Footing 0-1 12.00 18552 109.1 15.0 96 A (1) Ref. Datum: 0 = Bottom of Footing (2) Proctor Maximum Optimum Dry Moisture Density Content 18552 114.0 11.0 This test was performed without deviation from ASTMprocedures. (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. UNIVERViAL ENGINEERING SCIENCES 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: ComStruct Services, Inc 4440 Southeast 53rd Avenue Ocala, FL 34480 Project: Crown Beths Song Shelter Building 6425 Russakis Road, Ft. Pierce, St. Lucie County, FL Area Tested: Building pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Chermay LIES Proi W o: LIES Report No: 0310.1500293.0000 43880 DT2 090915 Date of Test: 09/09/2015 Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or sufficial soil conditions only and do not address the condition of the underlying soils below the tested depths. leld Dry Test Range Depth Proctor Density Field Moisture % Comments # Location of Test [FT) (IN) (2) [PCF) % Compaction (3) 2 Building pad 0-1 12.00 1 18552 108.5 19.0 95 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum optimum # Dry Moisture Density Content 18552 114.0 11.0 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. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences - Construction Materials Testing 820 Brevard Avenue - Rockledge, Florida 32956 - (321) 638-0808 Client No: 0310.1500293.0000 Date: September 10, 2015 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL Client: COMSTRUCT SERVICES INC. 4440 SOUTHEAST 53RD AVENUE OCALA FLORIDA 34480 Project: CROWN BETHS SONG SHELTER BUILDING 6425 RIUSSAKIS ROAD FORT PIERCE, FLORIDA Location: NATIVE - PAD Date Sampled: 9/2/16 Sampled By: CLIFF CHERRNAY SUMMARY OF TEST RESULTS 0 rn NMI 1111�6 Z It M mks gqo,. �-I- 0 — PASSING #200 SIEVE MEM MEM MMEMMMEMM1W MEMENNOMMEN =OEM MMMMMMMM EMMMMMEMEM , ME =ZMMMEM=MM ME EMME1MMM1MMEMM MEMMMEMMMMMMMM ==MMMMMMEM== =M1EM=MMME=M=M PROCTOR NO: 5473 NOTES -This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences.