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Home My WebLink AboutFIELD AND LAB REPORTa i UNIVERSAL LOCATONS Atlanta • Daylova Beach ENGINEERING SCIENCES • Fort Myers. • part Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Gainesville Geophysical Services • Construction Materials Testing Threshold Inspection Jacksonville 9 ' P Kissimmee Building Inspection • Plan Review • Building Code Administration Leesburg Miam • Ocala COPY R..klOrlando(needquartera) • Palm Coast Project No.: 0310.1600172.0000 pan. City peasa Date Typed: June 16, 2016 HUE col. • Rockledge saasma Tampa West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Mulligan Constructors 3601 Vineland Road, Suite 14 �unoo ajon Orlando, FL 32811 AS ;S Project: Racetrac #1136 - PSL Savannah Club 03NNV0,0 Canopy Permit # 051g041 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, FL As requested, a representative of Universal 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: 60526 CT1, 51221 ARC3131, 51221 CT1, 51221 CT2, 51221 CT3, 61221 DT1, 51407 ARD2, 51407 DT1, 51407 DT2, 61660 AR1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. IECEOVE JUN 2 1 HECD Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorizatiou-No. 549 , /FR;rii d E char. Hoaglin, P:E, b/TATE OF FLORIDA Licensed Professional Engineer No. 48796 scarlson(ilmullieanconstructors.com; cicioi(dstlucieco.ore Sign & Seal copy to: St Lucie County, Attn: Joe Cido, 2300 V irgina Ave, Room 228, Ft Pierce, FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com f EDUN ENGI Consultants In: Geophysical S Building CodeA 820 Brevard Avenue, Rockledge, FL I IVERSAL N e EERING SCIENCES Gectechnical Engineering • Environmental Sciences "Ices • Materials Testing • Threshold Inspection ministration, Compliance Inspection & Plan Review 32955 • P: 321.638.0808 - F: 321.638.0978 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Project No: 0310.1600172.0000 Report No.: 50526-1 CT 051016 Workorder No.: 50526 Lab No.: Date let Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Footing Sample Location: Column footings - Sampled at Footing in the south east comer Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Cheffnay On 05110/2016 General Information Specified Strength (Sampling Times General Contractor Mulligan Supplier: Super Mix Truck Number: 353 Ticket Number: 1230559 Mix Design: 30905 Admixture: WA Specified Strength 3000 psi @ 28 days 1 Mix DesignStrength 3000 psi @ 28 days Water Added at Site 15.0 gals Time Batched: 1:24 PM Time Sampled: 2:31 PM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 44 cu yds. Day: Air Content: N/A Slump: 4.00 inches I Ambient Temp: 85 °F Concrete Temp: 86 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (int) Load (lbs) Strength (psi) (psi) 1 05/17/2016 7 4 4.00 4.03 4.02 12.69 33,334 2,630 - 2 06/07/2016 28 3 4.03 4.04 4.04 12.82 58,607 4,572 - 3 06/07/2016 28 4 4.01 4.06 4.04 12.82 -- 60.903 4,751 - 4 06/07/2016 28 4 4.00 4.04 4.02 12.69 59,733 4,706 4,680 This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of universal Engineering ® ® Im r] ri UNIARSAL tuENGINEERING 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 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club es Project No: 0310.1600172.0000 UES Report No: 51221 ARC3D1 060116 On -Site Time (hrs): 6.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 7.00 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: June 1, 2016 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 Storm structures, testing for the Slab. While on site, the technician observed the general condition of the areas to be tested and performed 6 density test(s) for Storm structures. 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 98% 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 cast 3 set(s) of 4 - 4 x 8 specimen(s) for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, slump, and temperature. 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 procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. 0 000 UNIVERSAL sport N .: 51221-1 C17 60216 Report No.: 51221-1 CT 060216 ENGINEERING SCIENCES Workorder No.: 51221 Consultants In: Geotechnical Engineering • Environmental Sciences Lab No.: Geophysical Services - Materials Testing - Threshold Inspection Date 1st Issue: 112 Building Code Administration, Compliance Inspection & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 DateFinal Issue: Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: slab- Sampled at Southeast comer of slab Set#: 1 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 0610212016 General Information i Geneml Contractor Mulligan Supplier: Supermix Truck Number: 1616 Ticket Number: 1240197 Mix Design: 35905 Admixture: NIA Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix DeegnStrength 3500 psi @ 28 days Water Added at Site N/A Time Batched: 7:52 AM Time Sampled: 9:00 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. —� Cumulative Quantity: 20 cu yds. Total Placement for the 110 cu yds. Day: Air Content: N/A Slump: 5.00 inches I Ambient Temp: 81 'F I Concrete Temp: 83 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. - XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 06/09/2016 7 5 4.07 4.04 4.06 12.95 43,747 3,380 - 2 06/30/2016 28 - - - - - - - - 3 06/30/2016 28 - - - - - - - - 4 06/30/2016 28 - - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and I or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering I EDUNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Man Review 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.0808 • F: 321.638.0978 i s. Project No: 0310.1600172.0000 Report No.: 51221-2 CT 060216 Workorder No.: 51221 Lab No.: Date 1st Issue: Date 2nd Issue: DateRnal Issue: Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,13ort St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Slab- Sampled at Center of slab on west side at front entrance Set #: 2 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chennay On 06102/2016 General Information General Contractor Mulligan Supplier: SuperMix Truck Number: 4477 Ticket Number: 1240255 Mix Design: 35905 Admixture: N/A Specified Strength /Sampling Times Specified Strength 3500 psi Q 28 days Mix DesignStrength 3500 psi Q 28 days Water Added at Site N/A Time Batched: 9:40 AM Time Sampled: 10:25 AM I i Weather Condition Partly Cloudy Field Test Results J Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 60.cu yds. Total Placement for the 110 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 83'F Concrete Temp: 85 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max, Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (IW) Load (Ibs) Strength (psi) (psi) 1 06/09/2016 7 4 4.02 4.04 4.03 12.76 36,432 2,860 - 2 06/30/2016 28 - - - - - - - - 3 06/30/2016 28 - - - - - - - - 4 06/30/2016 28 - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403-and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® r] ri UNIVERSAL UaENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Ran Review 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.0808 • F: 321.638.0978 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 51221-3 CT 060216 Workorder No.: 51221 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Slab- Sampled at North end of slab I Set 9: 3 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 06102/2016 General Information General Contractor Mulligan Supplier: Supermix Truck Number: 4473 Ticket Number: 1244011 Mix Design: 35905 Admixture: N/A Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix Design Strength 3500 psi @ 28 days Water Added at Site N/A Time Batched: 11:54 AM Time Sampled; 12:54 PM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 110 cu yds. Total Placement for the 110 cu yds. Day: I' I� Air Content: N/A Slump: 5.00 inches I Ambient Temp: 86'F Concrete Temp: 85 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max, Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in2) Load (Its) Strength (psi) (psi) 1 06/09/2016 7 3 4.00 4.04 4.02 12.69 39,385 3,100 - 2 06/30/2016 28 - - - - - - - - 3 06/30/2016 28 - - - - - - - - 4 06/30/2016 28 This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® IQ IM S I n UNIVERSAL 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 •iS Project No: 0310.1600172.0000 UES ReportNo: 51221-1 DT 060216 In -Place Density Test Report Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Storm structures Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 06/02/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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 (z) Field Dry Density (PCF) Field Moisture / Compaction Comments (3) 1 Structure # 4 west side 0+1 12.00 19322 110.4 11.0 98 A 2 Structure # 4 south side 1+2 12.00 19322 111.9 10.2 99 A 3 Structure # 4 east side 2+3 12.00 19322 110.5 9.0 98 A 4 Structure # 5 east side 0+1 12.00 19322 112.0 9.7 100 A 5 Structure # 5 south side 1+2 12.00 19322 111.5 10.0 99 A 6 Structure # 5 north side 2+3 12.00 19322 112.0 10.0 100 A (1) Ref. Datum: 0 = Bottom of Storm Inlet Structure (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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. UNIARSAL 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 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 416Project No: 0310.1600172.0000 UES DOCS No: UES ReportNo: 51407-1 ARD2 060716 On -Site Time (hrs): 2.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 3.25 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Tuesday, June 7, 2016 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 Storm structure, Storm pipe. While on site, the technician observed the general condition of the areas to be tested and performed 6 density test(s) for Storm structure. 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 98% 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 8 density test(s) for Storm pipe. 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 98% of the maximum dry density per ASTM D-1557. As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Technician was on site to observe gravel being placed in canopy footings to a depth of 12 inches. (1 foot) This tests) was performed without deviation from ASTM procedure. This report shall not he reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection •PIan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 WS Project No: 0310.1600172.0000 LIES Report No: 51407-1 DT 060716 In -Place Density Test Report Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Storm structure Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 06/07/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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 RJ(FT) Depth (IN) proctor (2) Field Dry Density (PCF) Field Mois lure % Compaction/o Comments (3) 1 Storm structure # 1 south side 012.00 19322 110.0 11.0 98 A 2 Storm structure # 1 north side 112.00 19322 111.5 12.2 99 A 3 Storm structure # 1 east side 212.00 19322 111.2 12.4 99 A 4 Storm structure # 3 east side 012.00 19322 111.7 12.0 99 A 5 Storm structure # 3 south side 1+2 12.00 19322 111.4 13.1 99 A 6 1 Storm structure # 3 north side 2+3 12.00 1 19322 112.0 12.0 100 A (1) Ref. Datum: 0 = Bottom of Storm Inlet Structure (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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 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 :s Project No: 0310.1600172.0000 UES Report No: 51407-2 DT 060716 In -Place Density Test Report Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Storm pipe Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 06/07/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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 (IN) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moi �ture % Compaction Comments (3) 7 Pipe backfill from structure #1 to #2 20 feet 0+8 8.00 19322 111.8 11.9 99 A east 8 Pipe backfill from structure # 1 to # 2 25 feet 1+2 12.00 19322 112.0 11.1 100 A east 9 Pipe backfill from structure # 1 to # 2 30 feet 2+3 12.00 19322 112.0 12.0 100 A east 10 Pipe backfill from structure # 1 to # 2 35 feet 3+4 12.00 19322 110.9 12.4 99 A east 11 Pipe backfill from structure # 2 to # 3 0+8 8.00 19322 112.0 12.5 100 A 12 Pipe backfill from structure # 2 to # 3 5 feet 1+2 12.00 19322 112.0 12.6 100 A north 13 Pipe backfill from structure # 2 to # 3 10 feet 2+3 12.00 19322 111.5 12.2 99 A north 14 Pipe backfill from structure # 2 to # 3 15 feet 3+4 12.00 19322 110.6 11.4 98 A north (1) Ref. Datum: 0 = Bottom of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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 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 LIES Project No: 0310.1600172.0000 UES ReportNo: 030-51660 On -Site Time (hrs): 0.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 1.50 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Part St. Lucie, St. Lucie County, FL Date of Activity: 6/13/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up 1 set of cylinders. UNIVERSAL LOCATIONS: Atlanta • Daytona Beach ENGINEERING SCIENCES • Fart 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 • Orlando (Headquarters) • Palm Coast Project No.: 0310.1600172.0000 Panama City • Pensacola Date Typed: September 6, 2016 Rockledge • Sarazota Tampa West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Ajunoj alonj .1. Orlando, FL 32811 AS Project: Racetrac #1136 - PSL Savannah Club 43NNH0g 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, 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: Earth Work Density Graph Force Main, Earth Work Density Graph Water Tap, Earth Work Density Graph Meyers Grinder. 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 Engineeriitg,5 fences, Inc:, Certificate ofAuthp *4 'br. No„549 r tt SEP 12 AECD Richard E. Hoaglin, // L, STATE OF FLORID" ,� „ Licensed Professional Engineer No. 48796 scarlson@mullieanconstructors.com; cicioi@stlucieco.ore Sign & Seal copy to: St Lucie County, Attn: Joe Cicio, 2300 Virginia Ave, Room 228, Ft Pierce, FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com Port St Lucie Utlity Systems Department (PSLUSD) L Earthwork Density Graph i PSLUSD Protect Number: I I I page; Type of Utlity Construction: Water Main )Indicate Pipe Site and Circle One) orce Maln 2,Reclaimed Main From Sta;t- To Sta: 3ty;! — — __-- _— -- 7 -- 3 Elevation - Length 1 S d r Lift _ _ Elevation Port St Lucie Utility Systems Department (PSLUSD) O Earthwork Density Report PSLUSD Project Number: S' I l Type of Utlity Construction: Water Main (Circle One) og n Gravity Sewer Manhole Pump Station Interceptor other: Page: ;/;L, FromSta:6C-74t-q— ToSta: 3tSSa,at4I,V,,79 \ Date Gauge Serial No STD Dns/Mst Count Max Dens/Max Mst Test Number Station / Location Offset Lift Number Test Depth Wet Dens %Moist Dry Dens %Max Dens Status P/F K-S 3SS37 UU, 117..,s-- ��s+r..d - r.. zo'w US 112 8 ) 1zz.Q j1.D % Ifo.b o1�6 % Q 67 S. % 'S -3 3s s7 ;;Ib 3 t, ftr Itt - s -r'a 15E sl/ rz 1a 11,9 &.6 % osa 100 % P Is7N 3. (7-' 35557 :5' nz 7 J ,Sb` west 3+Y D3.0 I0, I %1 II1.7 0(° % P I.7L 9.s g'H 5-1 d07= fIz_S C `for t e I_ l L, A SVzi: Sty L Iz3.� 10.0 % Iix-a 106 P I,7G S.s �j 3S'R37 o7S IIa-c J hS W"a 1_:�+ Sk�j.. Sib v 12 I� 1•'1 l % 111 b lop 'P I.W, 4.s- �-q _ 3.5-937 z o?s is Ir / fo 75 W[S4 1 t •+ S-}c-,�-le.-. Stb Si ) 2 I2i,i 1.� % 111,L 17q / 1.7 L. a.. s` �6 4 35137 �o)S l •. 7 3c� W<s+ L L.%r Si soH 7t$ 12 1�3•S b7 % l 1.� �� % P C,-7 �s g I 3 53% ao7s !aS '90 w , }- ua-f- ' 1� 4I., 7r8 %° IfI.D °l°I % t--71. 9.5 % % % % % % % PSLUSD Project Number: Type of Utiity Construction: (Indicate Pipe Size and Circle One) Port St Lucie Utifty Systems Department (PSLUSD) IEarthwork Density Graph Water Main Force Main Reclaimed Main T" p From Sta: ?k t fm , c) R To Sta: Pager _z "Q S v 3 1 / Elevation Lift Elevation Length Port St Lucie Utility Systems Department (PSLUSD) Earthwork Density Report PSLUSD Protect Number: S I q Type of Utiity Construction: Water Main Force Main Gravity Sewer Manhole Pump Station Interceptor Other: )Circle One) wo..+mac -T�� 9— From Sta: ;L+$ 7 ,LI Sr To Ste: Page: Y'2.. Date Gauge Serial No STD Count t Count Max Dens/Max Mst Test Number Station / Location Offset Lift Number Test Depth Wet Dens % Moist Dry Dens %Max Dens Status P/F Q 2Z')L 3.irf3 NX o Ives I A:ac.-n{---Fo wa1- I't $ 1.2- 117.1 % (o7.5 15. % (_ 3S437 o`Ip66 IOLUr 7-0.�LL-utiE- I' ro Ldr. ,' fti- E dN Y 1'2 117,3 13.3 % L03,.i '71 % Q 1,75, 13. 82,3-1k, 3s937 7bL1 3 �5 r [;c 4-w�+�-( 4c s $ I�- i17,� 12,-7 % 101, p L•7L �•zSlb �i37 aoloa )b 4.5- � lU + Glq� r t 7r8 I� � Il7,S I;k 104 67(o t3•o % % % % % % % % % % % % % % PSLUSD Project Number: Type of Utiity Construction: (Indicate Pipe Size and Circle One) Elevation Port St Lucie Utiity Systems Department (PSLUSD) • Earthwork Density Graph Water Main Force Main Reclaimed Main (06 L 7.o ittl'ers �r�rv��r From Sta: To Sta: fly X _ �z4 !, s` 14-X 2uiC zl x Xlt t7k x1 AL7— �13 x ro. 2-7 �ynGr•-�-1 e _- 1_ I P( --- - - -- - Lift Page: t( Elevation I PSLUSD Project Number: ,�—' / I Type of Utiity Construction: Water Main Force Main (Circle One) Port St Lucie Utiity Systems Department (PSLUSD) Earthwork Density Report Gravity Sewer Manhole Pump Station Interceptor Other: From Sta: Page: d- V W6L,�o Ntrs Cr;J r To Sta: Date GaugeSerialD o STD s/Mst Count Max Dens/Max Mst Number Station / Location Offset Lift Number Test Depth Wet Dens %Moist Dry Dens % Max Dens Status P/F 9'� 35/aSf S9 I I x •5 0-1 1. 7� 4.s % o I 3 % j % 3 Off (� % % � I \. % /' % I V Zt3 % % ar3 k3 % % <9 T 3,�'i37 ( D 1 f'f�. q �t-i,. der t3 LZ).Z (O.T� Il o.'L �lr6 / 1 ,Y �( 9.S 'A -3 '�S`Z 37 so uas C� �D 7.� <.,.iY:,. 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J' Type of Utilty Construction: Water Main Force Main Gravity Sewer Manhole Pump Station Interceptor Other: (Circle One) From Sta: Page: 3 c/ l,uC,l_a0 crS GrzJ -r To Sta: Date Gauge Serial No STD t Count Count Max Dens/Max Mst Number Test Station / Location Offset Lift Number Test Depth Wet Dens %Moist Dry Dens %Max Dens Status P/F 3SY37 ;kOr u>s 13 �X autk d C. 1.4,, --rt, bla,-7 11,3 1.I 99 % P I.-24 .s "� �S r137 o7s ttas�{ 14 � I?Wt pr I�nrindttr bt7 3 � Izz.l Io,S%110rS Qlr % 1.)6 9. 5' Ac)S Ilz.,- t lo, % Ilo 7 `t`d Y01 P 4"i 3S`I.37 i% a NOrY1. r. firLvlLr -S I I�H,Y IM 9° I I LOU P r.7 9.S �)s lla.S an wl4 I s,8 11.9 % 11a.4 (60 P S'`I 3f°l37 �.o�s lus i u C�si rL plc f gtrt 13 la4,re iI.4 % 1)2.6 LOD °� p /�7l v..^ `1 -3 n3-7 J.�7.i 1, Z.S (F p � ' Wr,,s+ 1<_ i9ri., d<-r'"' SY9 13 l)s.7 2, � I�,Z IDD � r� (- &7fn _ti -G' 1 !l �� QV of U_ llri,i- r 13 ��t. cl II.S �0 ilo� 0 )00 % R Y 7 1 I S 7tSr i -, c v-� 13 (a9.3 41,D � 112.n lon % 1 9r 70 13'7/.,s 70- eaF�6F LJ rirdc�� 13 ).Y,3 1,0 wz-o too�04 w Si "�(]a11J / % IIJ-.J Iod g"13 4 A`I Nar n Gr1 /'r L3 �11,D '9 Z ° lo�.� c1,6 %° 13 PSLUSD Project Number: I I Type of Utiity Construction: Water Main Force Main (Circle One) Port St Lucie Utilty Systems Department (PSLUSD) Earthwork Density Report Gravity Sewer Manhole Pump Station Interceptor Other: From Sta: Page: L, IA.) GL;ID IyL,.c.( (,rrrdr,- To Sta: Date Gauge Serial No STD Dns/Mst Count Max Dens/Max Mist Test Number Station / Location Offset Lift Number Test Depth Wet Dens %Moist Dry Dens %Max Dens Status P/F S ,I � 2-7 57 1,c as �- S�r,r�.� Grr,-L�r 11+tz 3 � Illd 71 % Io7 Sf % � 13 % `E-13 ;.757 Z(o , I Fost- Cr7;,cr� 1ati13 13 12 t1C. 'X.7 Y. lo(,9 q'i % P foo4 13.a S"1� 2-7,57 a7 N/+ WS1 llfin�e lartJ (3 �Z i(1.(o G .` % iDZ.D r 7Si % P o ls.D 4"� 3s �/?� xot.4r 7�6 �3cn<.tl� �/ (ut ✓cult itfr I3 �Z I?`!,� II % /11.7 911 % P t�f l SS % % % % /o U �� V E R S A L CATIONS • Atlanta - DaytonaB • Daytona Beach ENGINEERING SCIENCES • Fort Myers • Fart Pierce Consultants In: Geotechnical Engineering • Environmental Sciences • Gainesville Geophysical Services - Construction Materials Testing - Threshold Inspection • Jacksonville • Kissimmee Building Inspection -Plan Review -Building Code Administration • Leesburg • Miami l,1 • Ocala • Orlando(Headquaners) Project No.: 7vn`�NED c7 n` 0310.1600172.0000 BY • Palm Coast • Panama City t✓oUt'tY . Rockledge Date Typed: September 1, 2016 bb Luc+e Sl. Sa aso a • Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, 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: 53581 ARDII, 53581 DT1, 53640 ARC2, 53640 CT1, 53640 CT2, 53681 ARC3D1, 53743 ARD1, 53743 DTI, 53761 ARD2, 53761 DTI, 53761 DT2, 53798 ARC2D1, 53798 CT1, 53798 CT2, 53798 DT1, 53881 ARD3, 53881 DT1, 53881 DT2, 53881 DT3, 53898 ARD1, 53898 DTI, 63928 ARD2, 53928 DT1, 53928 DT2. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. D C CDGOMF SEP - 9 REM Reviewed By: Universal Engineerirsg pciences, in' Certificate of Authorizafion'No.6.49 , s _f/ichard E. Hoag[in, STATE OF FLORIDA''' :.In Licensed Professional Engineer No. 48796 scarlsonna,mullieanconstructors.com; CiCiOe@Stlucieco.org 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.coM PY -IMENGINEERING 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club uIFS Project No: 0310.1600172.0000 Liz�_S Report No: 53581 ARD1 081216 On -Site Time (hrs): 3.00 Lab Time (hrs): 0.00 Travel Time (hrs): 3.00 Total Time (hrs): 6.00 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Friday, August 12, 2016 Technician: Francois Philippe As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Lift stations 10-12, grease trap final grade. While on site, the technician observed the general condition of the areas to be tested and performed 8 density test(s) for Lift stations 10-12, grease trap final grade. 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 98% 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. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIV7RSAL imJ ENGINEER 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 UES Project No: 0310.1600172.0000 ES Report No: 53581-1 DT 081216 In -Place Density Test Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Area Tested: Lift stations 10-12, grease trap final grade Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/12/2016 Lab: ASTM D-1557 Technician: Francois Philippe Requirements: 98% 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 (IN) Depth (IN) Proctor (y) Field Dry Density (PCF) Field moisture % Compaction Comments (3) 1 1'N of lift station 10 to 11 12.00 19706 102.6 8.2 98 A 2 2'S of lift station 10 to 11 12.00 19706 102.1 8.8 98 A 3 1'E of lift station 11 to 12 12.00 19706 101.9 8.7 98 A 4 2'NW corner of lift station 11 to 12 12.00 19706 102.0 9.4 98 A 5 1'W of grease trap #1 12 to 13 12.00 19706 102.8 7.6 98 A 6 2'E of grease trap #1 12 to 13 12.00 19706 102.4 8.2 98 A 7 2'W of grease trap #2 12 to 13 12.00 19706 102.4 9.4 98 A 8 1'E of grease trap #2 12 to 13 12.00 19706 102.5 10.3 98 A (1) Ret. Datum: 0 = Bottom of Structure (2) Proctor Maximum Optimum # Dry Moisture Density Content 19706 104.5 13.0 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 -ED 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club "FS Project No: 0310.1600172.0000 6ziS Report No: 53640 ARC2 081616 On -Site Time (hrs): 4.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 5.50 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Tuesday, August 16, 2016 Technician: Francois Philippe As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of concrete testing for the Pavement E side of canopy. While on site, the technician observed the general condition of the areas to be tested and cast 2 set(s) of 5 - 4 x 8 specimen(s) for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, slump, and temperature. There were 2.5 hours of standby time onsite. 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 procedure. This report shall not he reproduced, except in full, without the written approval of Universal Engineering Sciences. 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 32966 • P: 321.638.0808 • F: 321.638.0978 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 1027 W. Lancaster Road, Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Project No: 0310.1600172.0000 Report No.: 53640-1 CT 081616 Workorder No.: 53640 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Slab on Grade Sample Location: Pavement E side of canapy- Sampled at 10' N5'W SE comer Set 0: 1 of 2 total sets Sample From Concrete Truck Sample By: Francois Philippe On 08/16/2016 General Information General Contractor Mulligan Constructors Supplier: Supevnix Truck Number: 6561 Ticket Number: 1272024 Mix Design: Regular Admixture: WA Specified Strength /Sampling Times Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 5:25 AM Time Sampled: 6:30 AM Weather Condition Sunny Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: - Totai Placement for the - Day: Air Content: N/A Slump: 6.00 inches I Ambient Tem : 78'F Concrete Temp: 88'F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen.1 Dimon. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 08/23/2016 7 4 4.05 4.06 4.06 12.95 40,157 3,100 - 2 09/13/2016 28 - - - - - - - - 3 09/13/2016 28 4 09/13/2016 28 - - - - - - - - 5 09/13/2016 28 - - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During Initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except In full, without the written approval of universal Engineering ® 19 119 S r] n UNN1-7 I'ERSAL ENGINEERING SCIENCES Consultants in: Gectechniral 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 1027 W. Lancaster Road, Orlando, FL 32819 Project: Racetrac#1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Project No: 0310.1600172.0000 Report No.: 53640-2 CT 081616 -- Workorder No.: 53640 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Slab on Grade Sample Location: Pavement E side of canapy- Sampled at 25'S 10'W NE comer Set #: 2 of 2 total sets Sample From Concrete Truck Sample By: Francois Philippe On 08/16/2016 General Information General Contractor Mulligan Constructors Supplier: supennix Truck Number: 1508 Specified Strength /Sampling Times Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site WA Ticket Number: 12Time Batched: 8:AM Mix Design: regularular Time Sampled: 9:3030 AM I Admixture: N/A Weather Condition Sunny Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: - Total Placement for the - Day: Air Content: N/A Slump: 6.00 inches I Ambient Temp: 78 -F I Concrete Temp: 89 OF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen.1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (lbs) Strength (psi) (psi) 1 08/23/2016 7 4 4.06 4.01 4.04 12.82 53,652 4,190 - 2 09/13/2016 28 - - - - - - - - 3 09/13/2016 28 - - - - - - - - 4 09/13/2016 28 - - - - - - - - 5 09/13/2016 1 28 - - - - - - - - This forth conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and I or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® M H S I n UNIVw"RSAL ENGINEERING SCIENCES -1B 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 t FES Project No: 0310.1600172.0000 11':S Report No: 63681 ARC3D1 081716 On -Site Time (hrs): 6.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 7.00 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, August 17, 2016 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 Curbs, testing for the Gas Tank slab. While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for Curbs. 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 98% 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 cast 3 set(s) of 4 - 4 x 8 specimen(s) for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, slump, and temperature. There 2.5 hours of standby time onsite. 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 procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. U N 1-7-'ERSAL 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 \� Report No.: 53681-1 CT 081716 Workorder No.: 53681 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: 1027 W. Lancaster Road, Orlando, FL 32819 Project: Racetrac#1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Gas Tank slab - Sampled at South east comer of tank slab Set 9: 1 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chennay On 08/17/2016 General Information i General Contractor Mulligan I Supplier: Super Mix Truck Number: 1608 Ticket Number: 1272661 Mix Design: 40905 Admixture: N/A Specified Strength /Sampling Times Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 5:52 AM Time Sampled: 6:30 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 30 cu yds. Total Placement for the 90 cu yds. Day: Air Content: NIA Slump: 5.00 inches I Ambient Temp: 83 °F I Concrete Temp: 85 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen.1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in2) Load (Ibs) Strength (psi) (psi) 1 08/24/2016 7 5 4.02 4.05 4.04 12.82 53,282 4,160 - 2 09/14/2016 28 - - - - - - - - 3 09/14/2016 28 - - - - - - - - 4 09/14/2016 28 - - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403and I or C496 as applies. Han air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering U N 11E RSAL C�uENGINEERING 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 1027 W. Lancaster Road, Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL .� Project No: 0310.1600172.0000 Report No.: 53681-2 CT 081716 Workorder No.: 53681 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Slab on Grade Sample Location: Gas Tank slab - Sampled at West end of tan slab south side Set #: 2 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chennay On 08/17/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Specified Strength 4000 psi @ 28 days Truck Load: 10 cu yds. Supplier: Super Mix Mix DesignStrength 4000 psi @ 28 days Cumulative Quantity: 60 cu yds. Truck Number: 353 Water Added at Site N/A Total Placement for the 90 cu yds. Day: j Ticket Number: 127564 Time Batched: 6:35 AM Mix Design: 40905 Time Sampled: 8:00 AM Admixture: N/A I Weather Condition Partly Cloudy Field Test Results Air Content: N/A Slump: 6.00 inches I Ambient Temp: 85 °F I Concrete Temp: 85 OF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in 2) Load (Ibs) Strength (psi) (psi) 1 08/24/2016 7 4 4.01 4.05 4.03 12.76 61,381 4,810 - 2 09/14/2016 28 - - - - - - - _ 3 09/14/2016 28 4 09/14/2016 28 This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or am left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of universal Engineering U N I-7-1E RSAL ENGINEERING SCIENCES Consultants In: Geotechniral 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 1027 W. Lancaster Road, Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Project No: 0310.1600172.0000 Report No.: 53681-3 CT 081716 Workorder No.: 53681 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Slab on Grade Sample Location: Gas Tank slab - Sampled at West side of canopy 3rd pump stall Born the north end Set #: 3 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chernay On 08/17/2016 General Information General Contractor Mulligan Supplier: Super Mix ! Truck Number: 301 Specified Strength /Sampling Times Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 90 cu yds. Total Placement for the 100 cu yds. Day: i Ticket Number: 1272740 I Time Batched: 10:11 AM Mix Design: 40905 Time Sampled: 11:35 AM i Admixture: N/A Weather Condition Partly Cloudy Field Test Results Air Content: N/A Slump: 5.00 inches I Ambient Temp: 90 °F Concrete Temp: 88 OF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen.1 Dimen. 2 Dimen. X-Sect Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (inr) Load (Ibs) Strength (psi) (psi) 1 08/24/2016 7 4 4.02 4.04 4.03 12.76 54,648 4,280 - 2 09/14/2016 28 - - - - - - - - 3 09/14/2016 28 - - - - - - - - 4 09/14/2016 28 - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This reportshall not be reproduced, except in full, without the written approval of universal Engineering ® r] ...., +w.• .w.I , 4 ..... .m.. 0310.1600172.0000 ENGINEERt�I.:3 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 LIES Project No: IES Report No: 53681-1 DT 081716 In -Place Density Test Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Curbs Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/17/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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) (y) (PCF) % Compaction (3) 1 Curb south side of bldg 0-1 12.00 19322 111.3 10.0 99 A 2 Curb south west comer of bldg 0-1 12.00 19322 112.0 8.8 100 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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 he reproduced, except in full, without the written approval of Universal Engineering Sciences. tuENGINEERING 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club I lFS Project No: 0310.1600172.0000 WES Report No: 53743 ARD1 081816 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.25 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: Thursday, August 18, 2016 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 Tap tie in. While on site, the technician observed the general condition of the areas to be tested and performed 5 density test(s) for Tap tie in. 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 98% 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. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVIF,RSAL ENGINEER['..'s 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 LIES Project No: IES Report No: 0310.1600172.0000 53743-1 DT 081816 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Area Tested: Tap tie in Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/18/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% of Proctor maximum dry density. These tests apply to the fill and/or sulficial 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) 1 At tap tie in 0-1 12.00 19706 103.0 14.5 99 A 2 Above tie in 0+1 12.00 19706 103.2 13.5 99 A 3 North of tap 2 feet 1+2 12.00 19706 103.1 13.2 99 A 4 east side of tap 1 foot 2+3 12.00 19706 103.3 13.4 99 A 5 Above tap 3+4 12.00 19706 102.6 12.5 98 A (1) Ref. Datum: 0 = Top of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content 19706 104.5 13.0 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. UdENGINEERING 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club -117S Project No: 0310.1600172.0000 :S Report No: 53761 ARD2 081916 On -Site Time (hrs): 1.75 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.75 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Friday, August 19, 2016 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 Curbs, Driveway. While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for Curbs. 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 98% 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 2 density test(s) for Driveway. 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 98% 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. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. U N 1 V (=, RSA _ LIES Project No ENGINEER1' $CIENCE� JESReport NO: 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: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Area Tested: Curbs 0310.1600172.0000 53761-1 DT 081916 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/19/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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) ,s Compaction (3) 1 Curb near lift station east test 0-1 12.00 19322 110.6 8.8 98 A 2 Curb near lift station west test 0-1 12.00 19322 112.0 9.0 100 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 This lest 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. U■' C UES Project No: 0310.1600172.0000 IMEIdG1I�lEER��'SCIEI�ICES iESReportNo: 53761-2DT081916 riiv 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: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Driveway Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/19/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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 ^/o Comments # Location of Test (FT) (1N) (2) (PCF) % Compaction (3) 3 South of fuel tank slab north test 0-1 12.00 19322 112.0 9.1 100 A 4 South of fuel tank slab south test 0-1 12.00 19322 111.7 8.3 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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. UNIV ENGINEER Consultants In: Geotechni Geophysical Services • Co Buildinq Inspection • Plan 820 Brevard Avenue 321.638.0808 Client: Project: RSAL ING SCIENCES cal Engineering • Environmental Sciences nstruction Materials Testing • Threshold Inspection Review • Building Code Administration Rockledge, FL • 32955 Fax: 321.638.0978 Activity Record tt S Project No: 0310.1600172.0000 ue'S Report No: 53798 ARC2D1 082216 On -Site Time (hrs): 3.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 4.75 Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Date of Activity: Monday, August 22, 2016 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 2" Water Service tap, testing for the Driveway. While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for 2" Water Service tap. 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 98% 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 cast 2 set(s) of 4 - 4 x 8 specimen(s) for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, slump, and temperature. 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 procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. U N I L:'E RSAL 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 32966 • P: 321.638.0808 • F: 321.638.0978 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 1027 W. Lancaster Road, Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Project No: 0310.1600172.0000 Report No.: 53798-1 CT 082216 Workorder No.: 53798 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Slab on Grade Sample Location: Driveway - Sampled at Driveway south side tank slab Set #: 1 of 2 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 08122/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Specified Strength 4000 psi Q 28 days Truck Load: 10 cu yds. Supplier. Super Mix Mix DesignStrength 4000 psi Q 28 days Cumulative Quantity: 10 cu yds. Truck Number., 1608 Water Added at Site N/A Total Placement for the 70 cu yds. Day: Ticket Number: 1274528 Time Batched: 6:12 AM Mix Design: 40905 Time Sampled: 6:40 AM Admixture: N/A Weather Condition Partly Cloudy Field Test Results Air Content: N/A Slump: 5.00 inches I Ambient Temp: 84 °F I Concrete Temp: 85 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. / Dimen. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (W) Load (Ibs) Strength (psi) (psi) 1 08/29/2016 7 4 4.02 4.04 4.03 12.76 54,891 4,300 - 2 09/19/2016 28 - - - - - - - - 3 09/19/2016 28 - - - - - - - - 4 09/19/2016 28 - - - - - - - This fond conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and] or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of universal Engineering ® 0 B I rl UN17-: ERSAL 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 1027 W. Lancaster Road, Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Project No: 0310.1600172.0000 Report No.: 53798-2 CT 082216 Workorder No.: 53798 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Slab on Grade Sample Location: Driveway- Sampled at West side of southern most fuel pump i Set #: 2 of 2 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 08/22/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Specified Strength 4000 psi @ 28 days Truck Load: 10 cu yds. Supplier: Super Mix Mix DesignStrength 4000 psi @ 28 days Cumulative Quantity: 60 cu yds. Truck Number: 6561 Water Added at Site N/A Total Placement for the 70 cu yds. Day: Ticket Number: 1274636 Time Batched: 8:50 AM Mix Design: 40905 Time Sampled: 10:50 AM Admixture: N/A Weather Condition Partly Cloudy Field Test Results Air Content: N/A Slump: 5.00 inches I Ambient Temp: 91 °F I Concrete Temp: 88 OF Unit Weight: N/A Results Of Laboratory Testing _ Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. I Dimen. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in2) Load (Ibs) Strength (psi) (psi) 1 08/29/2016 7 5 4.05 4.00 4.03 12.76 49,091 3,850 - 2 09/19/2016 28 - - - - - - - - 3 09/19/2016 28 - - - - - - - - 4 09/19/2016 28 - - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS G31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® r] ■ IN 1 1 7-M- a ffilk UES Project No: 0310.1600172.0000 E1dCsIWEE1%1I'm<a St:�ENCiES ES Report No: 53798-1 DT082216 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: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Area Tested: 2" Water Service tap Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/22/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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 ^/o Comments # Location of Test FT ( 1 (IN) y () (PCF) s Compaction P (m 1 Water tap below tie in 0-1 12.00 19706 103.5 13.1 99 A 2 Water tap above tie in 0+1 12.00 19706 103.5 13.3 99 A (1) Ref. Datum: 0 = Top of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content 19706 104.5 13.0 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. U N 1 Vi- REAL ENGINEERING SCIENCES I n 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club -' 71S Project No: 0310.1600172.0000 I LIES Report No: 53881 ARD3 082316 On -Site Time (hrs): 2.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 3.25 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Tuesday, August 23, 2016 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 West entrance turning lane, Fire hydrant line, Water Svc tap. While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for West entrance turning lane. 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 98% 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 3 density test(s) for Fire hydrant line. 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. While on site, the technician observed the general condition of the areas to be tested and performed 3 density test(s) for Water Svc tap. 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 98% 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. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. 0310.1600172.0000 ENGINEERir is 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 LIES Project No: IES Report No: In -Place Density Test Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: West entrance turning lane 53881-1 DT 082316 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/23/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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) (y) (PCF) % Compaction (3) 1 Turning lane west entrance north end 0-1 12.00 19706 104.0 6.6 100 A 2 Turning lane west entrance south end 0-1 12.00 19706 102.5 6.3 98 A (1) Ref. Datum: 0 = Top of Fill (2) Proctor Maximum Optimum # Dry Moisture Density Content 19706 104.5 13.0 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. U N' V C �7 S A _ LIES Project No: ENGINEEItIrw SCIENCES ES Report No: 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 Resort Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Fire hydrant line 0310.1600172.0000 53881-2 DT 082316 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/23/2016 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. Field Dry Test Range Depth Proctor Density Field Moisture % m Comments # Location of Test (FT) (IN) (2) (PCF) Compaction 3 Fire hydrant line 30 feet west 0+1 12.00 19706 103.0 11.7 99 A 4 Fire hydrant line 20 feet west 1+2 12.00 19706 103.6 12.2 99 A 5 Fire hydrant line 10 feet west 2+3 12.00 19706 103.2 12.4 99 A (1) Ref. Datum: 0 = Top of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content 19706 104.5 13.0 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 he reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVIFRSAL ENGINEERI'nia 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 LIES Project No: DES Report No: 0310.1600172.0000 53881-3 DT 082316 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Water Svc tap Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/23/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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) 6 Water tap5 feet east 1+2 12.00 19706 104.0 12.7 100 A 7 Water tap10 feet east 2+3 12.00 19706 104.1 12.9 100 A 8 Water tap 5 feet east 2+3 12.00 19706 103.2 12.4 99 A (1) Ref. Datum: 0 = Top of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content 19706 104.5 13.0 This test was per/orrged 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. UNIV ENGINEER Consultants In: Geotechni Geophysical Services • Co Building Inspection • Plan RSAL ING SCIENCES cal Engineering • Environmental Sciences nstruction Materials Testing • Threshold Inspection Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Record Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club �:S Project No: 0310.1600172.0000 UES Report No: 53898 ARD1 082416 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, August 24, 2016 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 Parking lot. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Parking 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 98% 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. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL ENGINEERInrs 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 LIES Project No: 0310.1600172.0000 ES Report No: 53898-1 DT 082416 In -Place Density Test Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Parking lot Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/24/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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) 1 Parking lot north of pumps 0-1 12.00 19322 112.0 11.0 100 A 2 Parking lot near north entrance parking spaces 0-1 12.00 19322 111.5 13.0 99 A 3 Parking lot near north east comer of canopy 0-1 12.00 19322 112.2 12.3 100 A 4 Parking lot north end of canopy 50 feet east 0-1 12.00 19322 110.7 10.2 98 A 0)- Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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. :S Project No: 0310.1600172.0000 tuENGINEERING 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club UES Report No: 53928 ARD2 082516 On -Site Time (hrs): 2.75 Lab Time (hrs): 0.00 Travel Time (hrs): 1.75 Total Time (hrs): 4.50 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Thursday, August 25, 2016 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 Stabilized sub, Base course. While on site, the technician observed the general condition of the areas to be tested and performed 5 density test(s) for Stabilized sub. 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 98% 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 5 density test(s) for Base course. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to not meet the project compaction requirement of 98% of the maximum dry density per ASTM D-1557. These areas require recompaction and retesting. 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 procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. 0310.1600172.0000 ENGINEERIryaW� 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 DES Project No: "ES Report No: 53928-1 DT 082516 In -Place Density Test Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Stabilized sub Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/25/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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 ( 1 Depth (IN) Proctor (y) Field Dry Density (PCF) Field Moisture o/, ^/, Compaction P Comments (3) 1 West entrance south test 0-1 12.00 19706 103.0 11.0 99 A 2 West entrance middle section 0-1 12.00 19706 103.3 11.3 99 A 3 West entrance north test 0-1 12.00 19706 102.7 11.5 98 A 4 West entrance curb at north end south test 0-1 12.00 19706 102.5 10.6 98 A 5 West entrance curb at north end north test 0-1 12.00 19706 104.0 13.0 100 A (1) Ref. Datum: 0 Top of Stabilization (2) Proctor Maximum Optimum # Dry Moisture Density Content 19706 104.5 13.0 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. U N' V `I R R A LIES Project No: 0310.1600172.0000 ENGINEERIVia SCIENCES iESReport No: 53928-2 DT 082516 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 Resort Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Base course Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/25/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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 (IN) Depth (IN) Proctor (p) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 6 Base course west entrance south test 0+6 6.00 19322 97.8 22.0 76 B,D 7 Base course west entrance middle section 0+6 6.00 19322 99.5 21.0 78 B,D 8 Base course west entrance north test 0+6 6.00 19322 95.5 23.0 75 B,D 9 Base course curb at north end south test 0+6 6.00 19322 101.4 19.0 79 B,D 10 Base course curb at north end north test 0+6 6.00 19322 101.1 21.6 79 B,D (1) Ref. Datum: 0 = Bottom of Base Course (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 128.0 9.5 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. LOW TEST RESULTS UNIVERSAL LOCATIONS: Atlenm _ Daytona Beach ENGINEERING SCIENCES • Fort Myers Fort •Ile Pierce Consultants In: Geotechnical Engineering • Environmental 5dences Gainesvil Jacksonville Geophysical Services -Construction Materials Testing •Threshold Inspection Kissimmee Building Inspection • Plan Review • Building Code Administration • Leesburg Miami • Ocala • Orlando (Headquarters) Project No.: 0310.1600172.0000 M AV Palm Coast Panama City 13 FILt umpy • PensacolaDate Typed: July 15, 2016 Rockledge y� • Samsots / o Tampa West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Mulligan Constructors SCANNED 3601 Vineland Road, Suite 14 BY Orlando, FL 32811 at. Lucie County Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, 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: 51480 CT1, 51510 CT1, 52111 AR1, 52174 ARC1, 52174 CT1, 41212 ARi, 62452 AR1, 52694 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: W ' Universal Engineering Sciences, Inc. Certificate of Authoriz4tidr a: 549 t Ic and oag in; STATE OF FLORID: Licensed Professiona1,Eri ineer No; 4$798 scarlson(&,nullieanconstructors.com; cicioi(i4stlucieco.org Sign & Seal copy to: St Lucie County, Attu: Joe Cicio, 2300 Virgina Ave, Room 228, Ft Pierce, FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com r EBUNIVERSAL 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Project No: 0310.1600172.0000 Report No.: 51480-1 CT 060916 Workorder No.: 51480 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Footing Sample Location: canopy fuel pad footings - Sampled at North west canopy footing Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Anthony MaUpin On 06/09/2016 General Information General Contractor Mulligan Supplier: Supennix Truck Number: 5505 Ticket Number. 123419 Mix Design: 30905 Admixture: N/A Specified Strength (Sampling Times Specified Strength 3000 psi @ 28 days Mix DesignStrength 3000 psi @ 28 days Water Added at Site N/A Time Batched: 1:45AM ' Time Sampled: 3:00 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: - Total Placement for the - Day: Air Content: N/A Slump: 5.00 inches Ambient Tem : 83 °F Concrete Temp: 90 OF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimen.2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 06/16/2016 7 5 4.01 4.04 4.03 12.76 24,619 1,930 - 2 07/07/2016 28 4 4.03 4.07 4.05 12A8 43,302 3,361 - 3 07/07/2016 28 4 4.02 4.03 4.03 12.76 50,116 3,929 - 4 07/07/2016 28 4 4.06 4.02 4.04 12.82 47,105 3,675 3,660 This form conforms with ASTM C39, Sampling and testing procedures were performed In general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of universal Engineering ® IQ IE r] r] UNIVERSAL Project No: 51510 l CT 0.0000 Report No.: 51510-1 CT 061016 ENGINEERING SCIENCES Workorder No.: 51510 Consultants In: Geotechnical Engineering • Environmental Sciences Lab No.: Geophysical Services • Materials Testing a Threshold Inspection Date 1st Issue: Building Code Administration, Compliance Inspection&Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.0808 • F: 321.638.0978 DateFinal Issue: Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Structural Element: Fooling Sample Location: Canopy footings - Sampled at Canopy footing A-3 Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Chennay On 06/10/2016 General Information General Contractor Mulligan Supplier: Supermix Truck Number: 1606 Ticket Number: 1243712 Mix Design: 30905 Admixture: N/A Specified Strength /Sampling Times Specified Strength 3000 psi @ 28 days Mix DesignStrength 3000 psi @ 28 days Water Added at Site N/A Time Batched: 12:34 PM -J Time Sampled: 1:30 PM Weather Condition Partly Cloudy Field Test Results J Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 m yds. Total Placement for the 50 cu yds. Day: Air Content: N/A Slump: 5.00 inches I Ambient Temp: 84 °F I Concrete Temp: 86 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max, Test Test Date Age Type Of Dimen. 1 Dimen. 2 - Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (inr) Load (Its) Strength (psi) (psi) 1 06/17/2016 7 5 4.03 4.05 4.04 12.82 25,095 1,960 - 2 07/08/2016 28 4 4.05 4.06 4.06 12.95 45,030 3,478 - 3 07/08/2016 28 4 4.07 4.04 4.06 12.95 49,114 3,794 - 4 07/08/2016 28 4 4.03 4.05 4.04 12.82 46,550 3,631 3,630 This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® ® IM R UNIVERSAL NIVERSAL LIES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UESReportNo: 03GI-52111 Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 1.00 Geophysical Services • Construction Materials Testing • Threshold Inspection Lab Time (hrs): 0.00 Building Inspection • Plan Review • Building Code Administration Travel Time (hrs): 2.25 820 Brevard Avenue • Rockledge, FL • 32955 Total Time (hrs): 3.25 321.638.0808 Fax:321.638.0978 Activity Report Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: 6/30/16 Technician: Timothy Hughes As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of a bolted structural steel connection inspection of the fuel island canopy. 100% of the bolts were inspected per "snug tight' specifications. No discrepancies noted. UNIARSAL 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 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club es Project No: 0310.1600172.0000 UES ReportNo: 52174 ARC1 070116 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.25 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: Friday, July 1, 2016 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of grout testing for the cell fill. While on site, the technician observed the general condition of the areas to be tested and cast 1 set(s) of 5 specimen(s) for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, slump, and temperature. 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 procedure. This report shalt not be reproduced, except in full, without the written approval of Universal Engineering Sciences. EDUNIVERSAL 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 Compressive Strength of Grout Prism Test Specimens (ASTM C-39) Client: Mulligan Constructors 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Project No: 0310,1600172.0000 Report No.: 52174-1 CT 070116 Workorder No.: 52174 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Structural Element: Cell Fill Sample Location: Cell fill - Sampled at Cells around columns Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 07/01/2016 General Information General Contractor Mulligan Supplier: Super Mix Truck Number: 1606 Ticket Number: 1252856 Mix Design: 25CG Admixture: N/A Specified Strength /Sampling Times Specified Strength 2500 psi @ 28 days Mix DesignStrength 2500 psi @ 28 days Water Added at Site N/A Time Batched: 3:28 PM Time Sampled: 4:00 PM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 7 cu yds. Cumulative Quantity: 7 cu yds. Total Placement for the 7 cu yds. Day: Air Content: N/A Slump: 8.00 inches I Ambient Temp: 89 •F Concrete Temp: 86 eF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in2) Load (Ibs) Strength (psi) (psi) 1 07/08/2016 7 4 3.28 3.36 3.32 11.02 23,951 2,170 - 2 07/29/2016 28 - - - - - - - - 3 07/29/2016 28 - - - - - - - - 4 07/29/2016 28 - - - - - - - - 5 10712912016, 28 1 - - - - - - - Grout Prisms are tested at seven (7) days to get an early indication of the potential strength of the concrete, but the seven (7) day Remarks results are not to be used for concrete acceptance. When the compressive strength of the concrete has reached 70% of the specified strength, it is a reasonable practice to use this as an indication that 100% of the specified strength will be attained by twenty-eight (28 days. Nate -•H•- Hold Cylinder 'D•- Defective Cylinder, Un-testable 'E' Excluded From Average This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and I or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Tested in Lab to C-39 Cured in C-511 Sampled & Molded to C-101 ® 19 119 r] ri UNIVERSAL UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UESReportNo: 03GI-52323 Consultants In: Georechnical Engineering • Environmental Sciences On -Site Time (hrs): 0.25 Geophysical Services • Construction Materials Testing - Threshold Inspection Lab Time (hrs): 0.00 Building Inspection • Plan Review • Building Code Administration Travel Time (hrs): 0.75 820 Brevard Avenue - Rockledge, FL • 32955 Total Time (hrs): 1.00 321.638.0808 Fax:321.638.0978 Activity Report Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: 7/5/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up 1 grout prism box. UNIVERSAL tuENGINEERING 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 Report UES Project No: 0310.1600172.0000 UES Report No: 03GI-52452 On -Site Time (hrs): 0.75 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.00 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: 7/11/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of verifying that gravel was placed in the footing for retaining wall. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 13revard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Report UES Project No: 0310.1600172.0000 UES Report No: 03GI-52594 On -Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 1.75 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: 7/14/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of verifying the placement of gravel in retaining wall footing. ,do UNIVERSAL `OCAtonaB Atlanta • Daytona Beach ENGINEERING SCIENCES Pent Myers • Fort Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Gainesville • Jacksonville Geophysical Services • Construction Materials Testing • Threshold Inspection Kissimmee Building Inspection • Plan Review • Building Code Admfnistration Leesbarg Miami Ocala Orlando(Headquartem) Palm Coast Project No.: 0310.1600196.0000 FILE 'glhj�y ® Panama City [[ems �tl�/ PensawIn Date Typed: June 15, 2016 Rockledge TampIad • Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Racetrac Petroleum, Inc. SCANNED 3225 Cumberland Blvd., Suite 100 StLucBY . Atlanta, Georgia 30339 COUntt Project: Racetrac #2397 Savannah Club Steel Inspections Permit No. FC 1501-0410 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, FL As requested, a representative of Universal 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: 61430 AR1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. JUN 2 1 OECD Reviewed By: Universal Engineerinq'Sciences, In:: , Certificate of Authorizati6n No. 549 R hard E. Hoaglln, F.E. Im S ATE OF FLOR16A Licensed Professional Engineer No. 48796 amdisel(,mcetraacom; cicioi(7a,stlucieco.ore; scarlson(aulmullieanconstructors.com: afaulkner(@.mullieanconstmctors.com Sign & Seat Copy to Joe Cicio St Lucie County, 2300 Virginia Ave Room 228, Ft Pierce FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com UNIVERSAL tuENGINEERING 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 Report UES Project No: 0310.1600196.0000 UES ReportNo: 03GI-51430 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 3.25 Total Time (hrs): 4.25 Client: Racetrac Petroleum, Inc. (Corporate) 3225 Cumberland Boulevard Suite 100 Atlanta, GA 30339 Project: Racetrac #2397 Savannah Club Steel Inspections 8630 US Highway 1 , Port St. Lucie, St. Lucie County, FL Date of Activity: 6/8/16 Technician: Cecil Stoughton As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of weld and bolt inspection. Walkdown and visual inspection/ verification was performed at Racetrac # 2397 for: 1. roof decking including, puddle welds and screws at the overlaps. 2. column anchor bolts. 3. structural steel and welds. 4. structural steel and bolts. 5. Fifteen (15) each welded bar joists. Zones A thru E between 1 thru 8. Plan details: ABP-2, E6 and J1 All items are installed and welded per plan details. Welds are acceptable for size and length and conform to code requirements. I � CAnONS UNIVERSAL , DaytowB Atlanta • ay[o� Beach ENGINEERING SCIENCES Fort Myers • Fort Piece Consultants In: Geotechnical Engineering • Environmental Sciences camesvine • Jacksovville Geophysical Services' Construction Materials Testing • Threshold Inspection Kisslrrnnw Building Inspection • Plan Review • Building Code Administration Leesburg • Miami Ocala Orlando (Headgvartets) Pro ect No.: 0310.1600172.0000 FILE' COPY Panama City 1 Rahn Coast Date Typed: June 14, 2016 aeekleas° • samwta • Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Mulligan Constructors SCANNED 3601 Vineland Road, Suite 14 BY Orlando, FL 32811 St. Lucie Counts, Project: Racetrac #1136 - PSL Savannah Club Canopy Permit # 1501-0410 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, 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: 51191 ARD2, 51191 DT1, 61191 DT2, 51482 AR1, 51483 ARD1, 51483 DT1 . 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 G'EuvF' REC'D JUN p Ri hard E. Hoaglin, P.E. S ATE OF FLORIDA - Licensed Professional Engineer No. 46796 scarlson(a mullieanconstructors.com; cicioi@stlucieco.org Sign & Seal copy to: St Lucie County, Attn: Joe Cicio, 2300 Virgina Ave, Room 228, Ft Pierce, FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngincering.com UNIARSAL 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 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club aProject No: 0310.1600172.0000 UES Report No: 51191 ARD2 060116 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.25 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, June 1, 2016 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 Pipe backfill, Storm structures. While on site, the technician observed the general condition of the areas to be tested and performed 9 density test(s) for Pipe backfill. 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 98% 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 9 density test(s) for Storm structures. 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 98% 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. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UN1V'�REAL 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 S Project No: 0310.1600172.0000 UES Report No: 51191-1 DT 060116 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Area Tested: Pipe backfill Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 06/01/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% of Proctor maximum dry density. These tests apply to the fill and/or sur icial 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 ^/o Com action p Comments (3) 1 100 feet north of # 2 structure 3+4 12.00 19322 111.7 11.5 99 A 2 Pipe from structure#12 to # 6 25 feet north 3+4 12.00 19322 112.0 9.9 100 A 3 Pipe from structures # 6 to # 5 25 feet north 1+2 12.00 19322 110.0 9.5 98 A west 4 Pipe from structures # 6 to # 5 20 feet north 2+3 12.00 19322 111.0 9.0 99 A west 5 Pipe from structures # 6 to # 5 20 feet north 3+4 12.00 19322 110.5 9.8 98 A west 6 Pipe from structures # 4 to # 5 20 feet north eas 0+1 12.00 19322 111.7 11.3 99 A 7 Pipe from structures # 4 to # 5 25 feet north eas 1+2 12.00 19322 110.0 10.5 98 A 8 Pipe from structures # 4 to # 5 15 feet north eas 2+3 12.00 19322 112.0 10.0 100 A 9 Pipe from structures # 4 to # 5 30 feet north eas 3+4 12.00 19322 111.5 10.0 99 A (1) Ref. Datum: 0 = Bottom of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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. UN1V.:RSAL 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 ES Project No: 0310.1600172.0000 UES Report No: 51191-2 DT 060116 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Area Tested: Storm structures Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 06/01/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% 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 (p) Field Dry Density (PCF) Field Moisture% % Compaction Comments (3) 10 north side of # 2 0+1 12.00 19322 111.5 12.1 99 A 11 south side of # 2 1+2 12.00 19322 111.2 11.0 99 A 12 east side of # 2 2+3 12.00 19322 110.6 10.5 98 A 13 east side of # 12 0+1 12.00 19322 111.4 10.5 99 A 14 west side of # 12 1+2 12.00 19322 112.0 9.0 100 A 15 west side of structure # 6 0+1 12.00 19322 110.7 10.2 98 A 16 south side of structure # 6 1+2 12.00 19322 110.5 9.9 98 A 17 north side of structure # 6 2+3 12.00 19322 112.0 9.7 100 A 18 north side of structure # 12 2+3 12.00 19322 111.4 10.2 99 A (1) Ref. Datum: 0 = Bottom of Storm Inlet Structure (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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 UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES LIES Report No: 03GI-51482 Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 0.50 Geophysical Services • Construction Materials Testing • Threshold Inspection Lab Time (hrs): 0.00 Building Inspection • Plan Review • Building Code Administration Travel Time (hrs): 1.00 820 Brevard Avenue • Rockledge, FL • 32955 Total Time (hrs): 1.50 321.638.0808 Fax:321.638.0978 Activity Report Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: 6/8/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of testing/ Site was flooded due to heavy rain — no tests performed this day. UNIVERSAL 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 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club aProject No: 0310.1600172.0000 UES Report No: 51483 ARD1 060916 OnSite Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.50 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Thursday, June 9, 2016 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 Grease Trap. While on site, the technician observed the general condition of the areas to be tested and performed 1 density test(s) for Grease Trap. 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 observed gravel being placed at the bottom of grease trap excavation. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIV'.RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection •PIan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 In -Place Density Test Report :S Project No: 0310.1600172.0000 LIES Report No: 51483-1 DT 060916 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Grease Trap Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 06/09/2016 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 d6 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) ,/o Compaction (3) 1 Bottom of grease trap excavation. 0-1 12.00 19322 112.0 12.8 100 A (1) Ref. Datum: 0 = Bottom of Excavation (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 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 LOCATIONS • Atlems • Daytona Beach ENGINEERING SCIENCES Myers - Fon Pi. • Fon Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Gau.Alc • Jacksonville Geophysical Services • Construction Materials Testing • Threshold Inspection Kim. Building Inspection • Plan Review • Building Code Administration Leesburg Miam • Oca a • Orlando(Fleedquarers) Project No.: 0310.1600172.0000 SCANNED • Palm Coast Parana City Date Typed: July 21, 2016 BY • Pensacola Rockledge St. Lucie County : Tam °ea • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, FL As requested, a representative of Universal 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: 51603 CT7, 51603 CT2, 51758 CT1, 52689 AR7, 52697 AR1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. JUL 2 7 RWD %o y/C) Reviewed By: Universal Engineering Sciences, Inc. , Certificate of Authorization'N6` 549 ?ichard E. Hoaglin, P.E: STATE OF FLORIDA Licensed Professional Engintser No. 4879.6 scarlson(d�mullieanconstructors.com; cicioK4stlucieco.ore Sign & Seal copy to: St Lucie County, Attn: Joe Cicio, 2300 Virgina Ave, Room 228, Ft Pierce, FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com EDUNIVERSAL 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 Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 51603-1 CT 061416 Workorder No.: 51603 Lab No.: Date 1st Issue: Date 2nd Issue: P: 321.638.0808 • F: 321.638.0978 DateFinal Issue: Compressive Strength of V x 8" Cylinder Test Specimens (ASTM C-39) 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL ,Structural Element: Footing Sample Location: Fuel canopy footing line A 1 to 9, line B 1 to 9 - Sampled at Footing canopy #A-7 Set M 1 of 2 total sets Sample From Concrete Truck Sample By: Francois Philippe On 06/14/2016 General Information Specified Strength/Sampling Times Placement Information General Contractor Mulligan Constructors Specified Strength 3000 psi @ 28 days Truck Load: 10 cu yds. Supplier: Supennix Mix DesignStrength 3000 psi @ 28 days Cumulative Quantity: - Truck Number: 4477 Water Added at Site N/A Total Placement for the - Day: Ticket Number: 1244883 Time Batched: 12:26 PM Mix Design: 30905 Time Sampled: 1:30 PM Admixture: N/A Weather Condition Sunny Field Test Results Air Content: N/A slump: 6.00 inches I Ambient Temp: 90 °F Concrete Temp: 95 °F Unit Weight: N/A Results Of Laboratory Testing Actual " Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in 2) Load (lbs) Strength (psi) (psi) 1 06/21/2016 7 4 4.04 4.05 4.05 12.88 32,955 2,560 - 2 07/12/2016 28 4 4.02 4.07 4.05 12.88 48,952 3,800 - 3 07/12/2016 28 4 4.04 4.06 4.05 12.88 50,116 3,890 - 4 07/12/2016 28 4 4.07 4.03 4.05 12.88 44,354 3,443 3,710 This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left In the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced,except in full, without the written approval of Universal Engineering ® S r] ri EDUNIVERSAL 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Structural Element: Footing Project No: 0310.1600172.0000 Report No.: 51603-2 CT 061416 Workorder No.: 51603 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Sample Location: Fuel canopy footing line A 1 to 9, line B 1 to 9 - Sampled at Footing canopy #B-6 Set#: 2 of 2 total sets Sample From Concrete Truck Sample By: Francois Philippe On 06/14/2016 General Information Specified Strength (Sampling Times Placement Information General Contractor Mulligan Constructors Specified Strength 3000 psi @ 28 days Truck Load: 10 cu yds. Supplier: Supennix Mix DesignStrength 3000 psi @ 28 days Cumulative Quantity: - Truck Number: 301 Water Added at Site NIA Total Placement for the - Day: Ticket Number: 1244957 Time Batched: 2:02 PM Mix Design: 30905 Time Sampled: 3:05 PM Admixture: NIA Weather Condition Sunny Field Test Results Air Content: NIA Slump: 6.00 inches I Ambient Temp: 90 °F I Concrete Temp: 93 aF Unit Weight: NIA Results Of Laboratory Testing Actual Actual Avg. Test Max, Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 06/21/2016 7 5 4.06 4.02 4.04 12.82 40,031 3,120 - 2 07/12/2016 28 4 4.05 4.01 4.03 12.76 54,600 4,280 - 3 07/12/2016 28 4 4.07 4.00 4.04 12.82 48,911 3,816 - 4 07/12/2016 28 4 4.06 4.02 4.04 12.82 52,442 4,091 4,060 This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and I or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® S r] r] UNIVERSAL t2aENGINEERING SCIENCES Consultants In: Geotechnlcel 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 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 51758-1 CT 062016 Workorder No.: 51758 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: 1027 W. Lancaster Road, Orlando, FL 32809 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Freezer- Sampled at Freezer pad Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Chennay On 06/20/2016 General Information Specified Strength/Sampling Times Placement Information General Contractor Mulligan Specified Strength 3000 psi @ 28 days Truck Load: 10 cu yds. Supplier: Super Mix Mix DesignStrength 3000 psi @ 28 days Cumulative Quantity: 10 cu yds. Truck Number: 4477 Water Added at Site N/A Total Placement for the 10 cu yds. Day: Ticket Number. 1247137 Time Batched: 12:51 PM Mix Design: 30905 Time Sampled: 1:45 PM Admixture: N/A Weather Condition Partly Cloudy Field Test Results Air Content: N/A Slump: 6.00 inches I Ambient Temp: 86 °F Concrete Temp: 88 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max, Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 06/27/2016 7 4 4.03 4.02 4.03 12.76 39,016 3,060 - 2 07/18/2016 28 4 4.02 4.04 4.03 12.76 52,036 4,079 - 3 07/18/2016 28 4 4.06 4.05 4.06 12.95 50,114 3,871 - 4 07/18/2016 28 4 4.04 4.02 4.03 12.76 48,696 3,818 3,920 This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and/or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® S ] rl UNIVERSALLIES Project No: 0310.1600172.0000 ENGINEERING SCIENCES LIES Report No: 03GI-52689 Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 1.25 Geophysical Services • Construction Materials Testing • Threshold Inspection Lab Time (hrs): 0.00 Building Inspection • Plan Review • Building Code Administration Travel Time (hrs): 1.25 820 Brevard Avenue • Rockledge, FL • 32955 Total Time (hrs): 2.50 321.638.0808 Fax:321.638.0978 Activity Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Date of Activity: 7/18/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of verifying the placement of gravel at the bottom of the retaining wall footing. No discrepancies noted. a UNIVERSAL N'VERSAL UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UESReportNo: 03GI-52697 Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 0.25 Geophysical Services • Construction Materials Testing • Threshold Inspection Lab Time (hrs): 0.00 Building Inspection • Plan Review • Building Code Administration Travel Time (hrs): 0.50 820 Brevard Avenue • Rockledge, FL • 32955 Total Time (hrs): 0.75 321.638.0808 Fax:321.638.0978 Activity Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: 7/15/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up 2 sets of cylinders. J UNIVERSAL LOCATIONS • Atlavta • Daytona Beach ENGINEERING SCIENCES • ran Myers Fort Pi Consultants In: Geotechnical Engineering • Environmental Sciences ile in Gme ae:v • Jacksonville Geophysical Services • Construction Materials Testing • Threshold Inspection Kmi amee Building Inspection • Plan Review • Building Code Administration Leesburg Miami Ocala p e7CAIVIVED Orlando (He kImmers) Project No.: 0310.1600196.0000 BY • Palm Coast Panama City St. Lucie Pensacola Date Typed: Count June 8, 2016 y Rockledge sarmem, Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Racetrac Petroleum, Inc. 3225 Cumberland Blvd., Suite 100 Atlanta, Georgia 30339 Project: Racetrac #1136 - PSL Savannah Club Canopy Permit No. FC 1501-0410 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, FL As requested, a representative of Universal 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: 51407 AR1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. E(DEUVE JUN - 8 RECD Reviewed By: t t Universal Engineering S61pinces, Inc, Certificate of Authorization'No. 549 i 1. C hard E. Hoaglin, P.E, r_/Flj OF FLORIDP Licensed Professional'Erigirteer No. 48796 l. arudiselAracetrae.com; cicioi(a stlucieco.ore; scarlsonAmullieaneonstructors.com; gfaulkner@mulligmconstructors.com 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com r u N iv RSAL ENGINEERING SCIENCES Consultants In: GeotechnicaI Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection •PIan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Record 0S Project No: 0310.1600196.0000 UES Report No: 51407 AR1 060716 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.75 Total Time (hrs): 1.75 Client: Racetrac Petroleum, Inc. 3225 Cumberland Blvd., Suite 100 Atlanta, Georgia 30339 Project: Racetrac #1136 - PSL Savannah Club Canopy - Permit No. FC 1501-0410 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: Tuesday, June 7, 2016 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of observing gravel being placed in canopy footings to a depth of 12 inches. The footings were prepared in accordance with the Engineers letter (dated 5/25/16). This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. r U bti V E RSA L LOCATIONS: • Atlanta • Daytona Beach ENGINEERING SCIENCES ED - FortPerce Consultants In: Geotechnical Engineering • Environmental Sciences • Gainesville Geophysical Services • Construction Materials Testing Threshold Inspection 9' P ' Jacksonville Kissimmee Building Inspection • Plan Review • Building Code Administration • Leesburg • Miami • Ocala • Orlando (Headquarters) May 25, 2016 • Palm Coast • Panama City • Pensacola Ms. Angie Rudisel • Rockledge Racetrac Petroleum, Inc. • Sarasota . Tampa 3225 Cumberland Blvd • West Palm Beach Suite 100 Atlanta, Georgia 30339 Reference: Footings Affected by Water Fuel Canopy Permit # 1501-0410 Racetrac #1136 - Savannah Club 8630 US Hwy 1, Port St. Lucie, FL Universal Project No. 0310.1600196.0000 Docs No. 1338624 Dear Ms. Rudisel, We have observed that there is.groundwater at the bottom of the footing excavations for the canopy structure that is under construction on the above referenced site. It appears that the water might be temporarily perched storm -water, but this assumed perched water layer is preventing the contractor from achieving the required compaction testing in the bottom of the footings for the canopy. Therefore, the contractor has requested an alternative to meeting the required soil compaction specification. In accordance with local standard practice for building footings, Universal recommends that water -effected footings may be over -excavated to a depth of at least 12 inches beneath the design footing bottom and then backf(Iled with open graded gravel consisting of FDOT #57 or #67 size stone or recycled concrete. Use of this material does not require compaction testing or dewatering well points; however, we do recommend that the gravel be 'seated' with the backhoe bucket. Universal should observe the footing excavation prior to concrete placement to confirm the depth of gravel. Once we observe that the footings have the rock installed, then the footings will meet the design bearing of 2,500 psf. We trust that this information is sufficient for your use. Please call if you have any questions. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authorization No. 549 Kicnara t. t;oLagun, r r;.,,—, i Regional nAeer,.' Florida Reaistratiion No. 48 96 = Xc: distribution list Ie- 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com U h A V E R S A L LOCATIONS: • Atlanta • Daytona Beach ENGINEERING SCIENCES - FonPerce Consultants In: Geotechnical Engineering' Environmental Sciences • Gainesville Geophysical Services' Construction Materials Testing Threshold Inspection • Jacksonville 9' P Kissimmee 91 Building Inspection • Plan Review • Building Code Administration • Leesburg • Miami • Ocala Orlando (Headquarters) May 25, 2016 • PalmCoast • Panama City UOPYFILh• Pensacola Ms. Angie Rudisel Rockledge rasota • Sarasota Racetrac Petroleum, Inc. • Tampa 3225 Cumberland Blvd • West Palm Beach Suite 100 Atlanta, Georgia 30339 Reference: Footings Affected by Water Fuel Canopy Permit # 1501-0410 SCANNED Racetrac #2307 - Savannah Club BY 8630 US Hwy 1, Port St. Lucie, FL St, Ludo Cowlity Universal Project No. 0310.1600196.0000 Docs No. 1338624 Dear Ms. Rudisel, We have observed that there is groundwater at the bottom of the footing excavations for the canopy structure that is under construction on the above referenced site. It appears that the water might be temporarily perched storm -water, but this assumed perched water layer is preventing the contractor from achieving the required compaction testing in the bottom of the footings for the canopy. Therefore, the contractor has requested an alternative to meeting the required soil compaction specification. In accordance with local standard practice for building footings, Universal recommends that water -effected footings may be over -excavated to a depth of at least 12 inches beneath the design footing bottom and then backfilled with open graded gravel consisting of FDOT #57 or #67 size stone or recycled concrete. Use of this material does not require compaction testing or dewatering well points; however, we do recommend that the gravel be 'seated' with the backhoe bucket. Universal should observe the footing excavation prior to concrete placement to confirm the depth of gravel. We trust that this information is sufficient for your use. Please call if you have any questions. Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authorization No. 549 Richard E.`Hoagliri; .E, Regional Engineer Florida Registration N6..48796 Xc: distribution,list EC'E",,Eo JUN - 1 fl&9 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com UNIVERSAL LOCATIONS: • Atlanta • Daytona Beach ENGINEERING SCIENCES Fort Myers • Fort Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Gainesville JacksoGeophysical Services • Construction Materials Testing Threshold Inspection 9' P Kissimmee Kissimmee Building Inspection • Plan Review' Building Code Administration Leesburg Miami Ocala • Orlando (Headquarters) May 25, 2016 Palm coast • Panama City SCANNED Penaawla Ms. Angie Rudisel Ro&Jedge Racetrac Petroleum, Inc.Sarasota• • Tampa 3225 Cumberland Blvd St. Lucie County • West Palm Beach Suite 100 Atlanta, Georgia 30339 Reference: Footings Affected by Water Fuel Canopy Permit # 1601-0410 Racetrac #2307 - Savannah Club 8630 US Hwy 1, Port St. Lucie, FL Universal Project No. 0310.1600196.0000 Dear Ms. Rudi Docs No. 1338624 FILE CU We have observed that there is groundwater at the bottom of the footing excavations for the canopy structure that is under construction on the above referenced site. It appears that the water might be temporarily perched storm -water, but this assumed perched water layer is preventing the contractor from achieving the required compaction testing in the bottom. of the footings for the canopy. Therefore, the contractor has requested an alternative to meeting the required soil compaction specification. In accordance with local standard practice for building footings, Universal recommends that water -effected footings may be over -excavated to a depth of at least 12 inches beneath the design footing bottom and then backfilled with open graded gravel consisting of FDOT #57 or #67 size stone or recycled concrete. Use of this material does not require compaction testing or dewatering well points; however, we do recommend that the gravel be 'seated' with the backhoe bucket. Universal should observe the footing excavation prior to concrete placement to confirm the depth of gravel. We trust that this information is sufficient for your use. Please call if you have any questions Respectfully Submitted, UNIVERSAL ENGINEERING SCIENCES, INC. Certificate of Authorization No. 549 Richard E. Hoaglin, j P.E. 016.06.25152627 - Richard Hoaglin, P.E. Regional Engineer ED Florida Registration No.48796 find MAY 2 5 RM Xc: distribution list 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www. UniversalEngineering.com