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Home My WebLink AboutFIELD & LABORATORY REPORT4i/So/-OV3 UNIV�ERSAL LOCATIONS: Atlanta • Daytona Beach ENGINEERING SCIENCES Fort Myers • Fart Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Gainesville Jacksonville Geophysical Services • Construction Materials Testing • Threshold Inspection Kissimmee Building Inspection • Plan Review • Building Code Administration Leesburg Miami • Ocala SCANN..0 Orlando (Headquarters) Palm Coast Project No.: 0310.1600172.0000 BY Panama City Pensacola Date Typed: May 9, 2016 St Lucie Count/ Rockledge Sarasota • Tampa • West Palm Beach Field and Labo Client: Mulligan Constr 3601 Vineland I Orlando, FL 321 Project: Racetrac #113E Permit #14100, 8630 S. US Hig Port St. Lucie, I'ry Report Transmittal Sheet ictors .oad, Suite 14 11 - PSL Savannah Club 01 .way 1 .way County, FL As requested, a representative of Unive�sal 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: 60317 AR1, 19322 MP, 50434 ARD2, 50434 DT1, 60434 DT2, 60461 AR1, 60462 AR1. 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 I f— Richard E. Hoaglin, P.E. 47 .,� 2016.05.0915:43:39 >'?-04'00' Richard E. Hoaglin, P.E. STATE OF FLORIDA " Licensed Professional Engineer No. 48796 scarlson@mulliganconstructors.com; cicioi@stlucieco.org 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com MUNIVEI Consultants In: Geotechnical Engine Geophysical Services • Construction Building Inspection • Plan Review 820 Brevard Avenue - Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Client: Project: ENGINEERING Date of Activity: Technician: i i ISAL SCIENCES !ring • Environmental Sciences Materials Testing - Threshold Inspection iuildina Code Administration Activity Report UES Project No: 0310.1600172.0000 UES Report No: 03GI-50317 On -Site Time (hrs): ' 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 1.50 Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Racetrac #1136 - PSL �avannah Club 8630 S. US Highway 1, ort St. Lucie, St. Lucie County, FL 5/3/16 Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up a proctor. UNIVERSAL ENGINEERING SCIENCES Consultants in: Geotechnical Engineering - Environmental Sciences it Construction Materials Testing i 820 Brevard Avenue - Rockledoe. Florida 32955 - (321) 638-0808 REPORT OF MOISTU Client: MULLIGAN CONSTRUCTORS 3601 VINELAND ROAD, SUITE 14 ORLANDO FLORIDA 32811 Client No: 0310.1600172.0000 Date: May 5, 2016 DENSITY RELATIONSHIP OF SOIL Project: RACETRAC #1136 - Savannah Club 8630 SOUTH US HIGHWAY I PORT SAINT LUCIE, FLORIDA Location: NATIVE Date Sampled: 5/3/16 Sampled By: CLIFF CHERRNAY SUMMARY OF TEST RESULTS MAXIMUM DRYDENSITY OPTIMUM MOISTURE CONTENT SOIL DESCRIPTION DARK BROWN SILTY SAND FILL: NATURAL GROUND: MEN No TOR NO: 6063 LAB NO: 19322 MIN IIMNIM NOTES -This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. t ' 1 • 1 '1 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering •IEnvironmental Sciences Geophysical Services • Construction Mated ,alsTesting • Threshold Inspection Building Inspection • Plan Review • Building Code Administration i 820 Brevard Avenue • Rockledge, FL - 32955 I 321.638.0808 Fax:321.638.0978 I 1 UES Project No: 0310.1600172.0000 UES Report No: 50434 ARD2 050616 On -Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.50 Client: Mulligan Constructors I 3601 Vineland Road, Suite 14 Orlando, FL 32811 I Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: May 6, 2016 Technician: Cliff Cherrnay As requested, a Universal Engineering Scie l ces Technician was present at the above referenced project site for the purpose of earthwork testing for tl1e Building pad, Column footings. 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) wee performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the p oject compaction' regijii-ernents of 95% of the maximum dry density per ASTM D-1557. While on site, the technician observed the general condition of the areas to be tested and performed 12 density test(s) for Column footings. 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. I 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 procedu'I . This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i F� �I UNIVIERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing •Threshold Inspection Building Inspection • Plan Review • BuildinglCode Administration 820 Brevard Avenue - Rockledge, FL - 32955 I 321.638.0808 Fax:321.638.0978 Test SUES Project No: 0310.1600172.0000 UES Report No: 50434-1 DT 050616 Client: Mulligan Constructors 3601 Vineland Road, Suite 4 Orlando, FL 32811 Project: Racetrac #1136 - PSL Sava i nah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Building pad Type of Test: Field: ASTM D-6938 Nuclea Gauge Method Date of Test: 05/06/2016 Lab: ASTM D-1557 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 iunderlying soils below the tested depths. Test # Location of Test ange I (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 Building pad N/W CI0-1 12.00 19322 112.0 9.0 100 A 2 Building pad S/W 0-1 12.00 19322 111.5 9.4 99 A 3 Building pad S/E i-1 12.00 19322 110.6 9.3 98 A 4 Building pad N/E 0-1 12.00. 19322 111.0 9.5 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 I (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 test was performed without deviation from ASTM procedures. I This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVt.WPAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing *Threshold inspection Building Inspection • Plan Review • Building ICode Administration 820 Brevard Avenue - Rockledge, FL - 32955 I 321.638.0808 Fax:321.638.0978 In -PI •S Project No: 0310.1600172.0000 UES Report No: 50434-2 DT 050616 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Sava nah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Column footings Type of Test: Field: ASTM D-6938 Nuclea Gauge Method Date of Test: 05/06/2016 Lab: ASTM D-1557 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. Test # Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % Compaction Comments (3) 5 Footing D-1 I0-1 12.00 19322 112.0 9.4 100 A 6 Footing D-3 0-1 12.00 19322 112.5 9.2 100 A 7 Footing D-5 0-1 12.00 19322 111.7 8.6 99 A 8 Footing D-7 i-1 12.00 19322 111.5 9.2 99 A 9 Footing B-7 0-1 12.00 19322 111.2 9.3 99 A 10 Footing A-6 0 1 12.00 19322 111.7 10.0 99 A 11 Footing A-4 0I1 12.00 19322 112.2 10.2 100 A 12 Footing A-2.6 0I1 12.00 19322 112.1 9.7 100 A 13 Footing E-5 0-1 12.00 19322 111.5 9.2 99 A 14 Footing C-8 0-11 12.00 19322 111.8 9.4 99 A (1) Ref. Datum: 0 = Bottom of Footing (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (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 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 i i UNIV R. ENGINEERING S& Consultants In: Geotechnical Engineering • I Geophysical Services • Construction Materia Building Inspection • Plan Review • Building 820 Brevard Avenue - Rockledge, FL - 32955 . 321.638.0808 Fax:321.638.0978 iAL ENCES Testing • Threshold Inspection :ode Administration qES Project No: 0310.1600172.0000 UES Report No: 50434-2 DT 050616 Client: Mulligan Constructors I 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Sava i nah Club 8630 S. US Highway 1,PortSt. Lucie, St. Lucie County, FL Area Tested: Column footings Type of Test: Field: ASTM D-6938 Nuclear, Gauge Method Date of Test: 05/06/2016 Lab: ASTM D-1557 I Technician: Cliff Cherrnay I I 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. Range Field Dry Field Test Depth Proctor Density Moisture % Comments # Location of Test I (FT) (IN) (2) (PCF) % Compaction (3) 15 Footing B-1 0-1 12.00 19322 112.1 9.5 100 A 16 Footing B-9.1 0-1 12.00 19322 111.4 9.6 99 A (1) Ref. Datum: 0 = Bottom of Footing (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 I (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 test was performed without deviation from ASTM procedures. I This report shall not be reproduced, except in full, without the written aplproval of Universal Engineering Sciences. I UNIVERSAL UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 03GI-50461 Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 1.50 Geophysical Services • Construction Materials Testing • Threshold inspection ' Lab Time (hrs): 0.00 Building Inspection • Plan Review Building Code Administration Travel Time (hrs): 3.00 820 Brevard Avenue • Rockledge, FL • 32955 Total Time (hrs): 4.50 321.638.0808 Fax:321.638.0978 I Activity Report Client: Mulligan Constructors I 3601 Vineland Road, Suite 14 Orlando, FL 32811 I Project: Racetrac #1136 - PSL Svannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: 5/9/16 Technician: Anthony McAlpin As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of performed DCP in 2 locations for column pad footings for store and one location in the dumpster pad down to 3 feet. Testing at each depth level, resulted.in refusal of 20 blows. These results meet or exceed project requirements of 2500 psf. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering T 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 Report -f UES Project No: 0310.1600172.0000 UES Report No: 03GI-50462 On -Site Time (hrs): 2.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 3.00 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,1Port St. Lucie, St. Lucie County, FL Date of Activity: 5/9/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Scie', ces Technician was present at the above referenced location for the purpose of Performed DCP testing on column footings and dumpster pad.