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HomeMy WebLinkAboutFIELD & LABORATORY REPORTLOCATIONS: UNIVER"40 AL i • Atlanta • Daytona Beach • Fort Myers ENGINEERING SCIENCES • Fort Pierce • Gainesville Consultants In: Geotechnical Engineering • Environmental Sciences • Jacksonville Geophysical Services,- Construction Materials Testing • Threshold Inspection • Kissimmee [13 Building Inspection • Plan Review • Building Code Administration • Leesburg • Miami • Ocala • Orlando (Headquarters) • Palm Coast Project No.: 0310.1600172.0000FILE • Panama City • Pensacola Ff Date Typed: July 5, 2016 Rockledge OPY• Sarasota • Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 i 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 nests are summarized on the attached sheets. The reports are numbered as follows: 51758 ARC1, 51758 CT1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. JUL 1 2 ADD _Q Reviewed By: Universal Engineering:$'C'lence Inc. Certificate of Authorization �10 49 ichard E. Hoaglin, P..E.' STATE OF FLORIDA'. 7 11 Licensed Professional Engineer. No. 48796 scarlson@a mulliganconstructors.com; cicioiaa 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.UtiiversalEngineering.com — — T- V 1111 V E RCS A..L ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - ,0vironmental 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 Cherrnay On 06/20/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Super Mix Truck Number: 4477 i Ticket Number: 1247137 Mix Design: 30905 Admixture: N/A f Specified! Strength 3000 psi @ 28 days Mix DesignStrength 3000 psi @ 28 days Water Added at Site N/A C— Time Batched: 12:51 PMatched: 12:51 PM Time Sampled: 1:45 PM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 10 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient Temp: 86 °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 Load (Ibs) Strength (psi) (psi) 1 06/27/2016 7 4 4.03 4.021 4.03 12.76 39,016 3,060 - 2 07/18/2016 28 - - - - - - - - 3 07/18/2016 28 1 - - - - - - - 4 07/18/2016 28 1 - - - - - - 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 I M f� UNIVE'RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering ■ Environmental Sciences Geophysical Services • Construction Materials Testing ■ Threshold Inspection Building Inspection ■ Plan Review f Building Code Administration L Project No.: 0310.1600196.0000 wr"iml-L COP Date Typed: June 15, 2016 Revised Field and Laboratory Report Transmittal Sheet Client: Racetrac Petroleum, Inc. 3225 Cumberland Blvd., Suite 100 Atlanta, Georgia 30339 Project: Racetrac #1136 i PSL Savannah Club Permit No. MB 1410-0401 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, FL LOCATIONS: • Atlanta ■ Daytona Beach ■ Fort Myers • Fort Pierce • Gainesville ■ Jacksonville ■ Kissimmee ■ Leesburg • Miami ■ Ocala ■ Orlando (Headquarters) ■ Palm Coast • Panama City • Pensacola Rockledge Sarasota • Tampa • West Palm Beach 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: 51430 AR1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: , . , . Universal Engineering Scieftis, Inc. t73REC]DO Certificate of Authorization N�: 549 [EC JUL I ,w ichard E. Hoaglin, P:E.;,, STATE OF FLORIDA v Licensed Professional Ehg'(i 6ee,No. 48796. , - ;C, arudisel@racetrac.com: cicioi@stlucieco.org; scarlson( mulliganconstructors.com: gfaulkneQmulliganconstructorsxom I Sign & Seal Copy to Joe Cicio St Lucie County, 2300 Virginia Ave Room 228, Ft Pierce FL 34982 820 Brevard Avenue, Rockledge, Florlida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEnRineeriniz.com i a•=A U N' V E R SI ENGINEERING SCII Consultants In: Geotechnical Engineering • Env Geophysical Services • Construction Materials 1 Building Inspection • Plan Review • Building Cc 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 NCES onmental Sciences sting • Threshold Inspection le Administration UES Project No: 0310.1600196.0000 UES Report No: 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. I 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. II i i i i Project No. Date Typed Client: Project: UNIVE ENGINEERING Consultants In. Geotechnical Engir Geophysical Services • Constructic Building Inspection • Plan Review 0310.1600196.0000 June 15, 2016 Revised SAL SCIENCES Bering • Environmental Sciences i Materials Testing. ■ Threshold Inspection Building Code Administration Field and Laboratory Report Transmittal Sheet Racetrac Petroleum, Inc. 3225 Cumberland Blvd., Suite 100 Atlanta, Georgia'I 30339 Racetrac #1136 - PSL Savannah Club Permit No. MB 1410-0401 8630 S. US Highway 1 Port St. Lucie, StI. Lucie County, FL LOCATIONS: • Atlanta • Daytona Beach ■ Fort Myers • Fort Pierce • Gainesville ■ Jacksonville ■ Kissimmee ■ Leesburg • Miami ■ Ocala • Orlando (Headquarters) • Palm Coast • Panama City Pensacola ■ Rockledge Sarasota • Tampa • West Palm Beach 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 testis 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. Reviewed By: Universal Engineering `S'cipsices, inc. 11 Certificate of Authorization' Na>,549 . ichard E. Hoaglin, P.f✓,. .j 6 'ATE OF FLORIDA Licensed Professional Engirtaer No. 4$796 arudisel@racetrac.com: cicioi@stlucieco.org; scarlsonla_mulliganconstructors.com: gfaulkner_&mulliganconstructors.com I Sign & Seal Copy to Joe Cicio St Lucie County, 2300 Virginia Ave Room 228, Ft Pierce FL 34982 I 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.Univ6rsalEngineering.com UNIVERS ENGINEERING SCII Consultants In: Geotechnical Engineering • En% Geophysical Services • Construction Materials' Building Inspection • Plan Review • Building C< 820 Brevard Avenue • Rockledge, FL . 32955 321.638.0808 Fax:321.638.0978 Client: Racetrac Petroleum, Inc. ( 3225 Cumberland Boulev-, Atlanta, GA 30339 Project: Racetrac #2397 Savannat 8630 US Highway 1 , Port Date of Activity: 6/8/16 Technician: Cecil Stoughton NICES onmental Sciences sting • Threshold Inspection le Administration rporate) Suite 100 UES Project No: 0310.1600196.0000 UES Report No: 03GI-51430 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 3.25 Total Time (hrs): 4.25 Club Steel Inspections it. Lucie, St. Lucie County, FL As Requested, a Universal Engineering Science's 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 scre Iws at the overlaps. 2. column anchor bolts. I 3. structural steel and welds. I 4. structural steel and bolts. 5. Fifteen (15) each welded bar joists. li Zones A thru E between 1 thru 8. 1 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. LO UNIVERSAL CATIONS: • Atlanta • Daytona Beach ENGINEERING SCIENCES • F• Fort Pierce Consultants In: Geotechnical Engineering • Environmental Sciences • Gainesville JacksGeophysical Services • Construction (Materials Testing • Threshold Ins ection Kissimmee 9 P Kissimmee Building Inspection • Plan Review -I uilding Code Administration Leesburg • Miami • Ocala Orlando (Headquarters) • Palm Coast Project No.: 0310.1600172.0000 Panama City • Pensacola Date Typed: July 6, 2016 Rockledge 9 Sarasota F i' LE i Tampa West Palm Beach Field and Laborato Client: Mulligan Construci 3601 Vineland Ro< Orlando, FL 328111 Project: Racetrac #1136 8630 S. US Higl Port St. Lucie, S As requested, a representative of Univ referenced project to provide construction The results of the observations and/or reports are numbered as follows: 51221 is sufficient for your immediate needs. contact the undersigned. 0 rliyio-oYa/ Report Transmittal Sheet , Suite 14 PSL Savannah Club fa.y 1 Lucie County, FL Engineering Sciences, Inc. (UES) was at the rials testing services. gists are summarized on the attached sheets. The 1, 51221 CT2, 51221 CT3. We trust this information you have any questions, please do not hesitate to Reviewed By: Universal Engineering Sic!61 ces, Inc. Certificate of Authorizatioh- [No ,549 Richard E. Hoaglin, P.E STATE OF FLORIDA Licensed Professional Engineer No. 48796 scarison@mulliganconstructors.com; cicioi@stlucieco.org Sign & Seal copy to: St Lucie County, Attn: Joe Cicio, 2300 Virgina Ave, Room 228, Ft Pierce, FL 34982 I I 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngincering.com I EDUr4i'vF.' P. ENGINEERING SI Consultants In: GeotecNnical Engineering - Ei Geophysical Services -'Materials Testing -' ' Building Code Administration, Compliance In. 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.08( 4" x 8" Client: Mulligan Constructors SAL IENCES ronmental Sciences reshold Inspection ,ction & Plan Review - F: 321.638.0978 isive Strength of ider Test Specimens 1STM C-39) Project No: 0310.1600172.0000 Report No.: 51221-1 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 South east comer of slab Set #: 1 of 3 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 06/02/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Super mix Truck Number: 1616 Ticket Number: 1240197 Mix Design: 35905 Admixture: N/A Specified Strength 3500 psi @ 28 days Mix DesignStrength 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 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 Ambient Tem : 81 °F I Concrete Temp: 83 °F I Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimen.1 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) I (in) Area (in =) Load (Ibs) Strength (psi) (psi) 1 06/09/2016 7 5 4.07 4.041 4.06 12.95 43,747 3,380 - 2 06/30/2016 28 4 4.03 4.051 4.04 12.82 64,896 5,063 - 3 06/30/2016 28 1 5 1 4.06 4.02 4.04 12.82 63,116 4, 924 - 4 06/30/2016 28 5 4.01 4.05 4.03 12.76 68,271 5,352 5,110 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 0 S% UPJ14F=-R A L Project No: 0310.12 .0000 Report No..: 51221-2 CT 0 CT 060216 ENGINEERING SCIENCES WorkorNo.: 51221 Consultants In: Geotechnical Engineering • Environmental Sciences Labb NO.: r P Geophysical Services • Materials Testing •Threshold Inspection Date 1st Issue: Building Code Administration, Compliance Inspection & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.080118 - F: 321.638.0978 DateFinal Issue: Compressive Strength of 4" x 8" Cyl'i,nder Test Specimens (ASTM C-39) Client: Mulligan Constructors 3601 Vineland Road, Suite 14, Orlando, FL 328i11 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL tructural 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 Chermay On 06/02/2016 General Information Specifiei,d Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Super Mix Truck Number: 4477 Ticket Number: 1240255 Mix Design: 35905 Admixture: N/A Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A Time Batched: 9:40 AM I Time Sampled: 10:25 AM Weather Condition Partly Cloudy Field Test Results 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 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) I (in) Area (in') Load (lbs) Strength (psi) (psi) 1 06/09/2016 7 4 4.02 4.041 4.03 12.76 36,432 2,860 - 2 06/30/2016 28 5 4.04 4.051 4.05 12.88 56,114 4,356 - 3 06/30/2016 28 5 1 4.03 1 4.071 1 4.05 1 12.88 1 50,039 3,884 - 4 06/30/2016 28 5 1 4.04 1 4.071 1 4.06 1 12.95 1 55,238 1 4,267 1 4,170 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 V N IVE RI AL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Ins action &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.: 51221-3 CT 060216 Workorder No.: 51221 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: 3601 Vineland Road, Suite 14, Orlando, FL 328I11 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 Norh end of slab Set #: 3 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 06/02/2016 General Information General Contractor Mulligan i Supplier: Super mix Truck Number: 4473 Ticket Number: 1244011 Mix Design: 35905 Admixture: N/A Strength /Sampling Times Placement Information Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A Time Batched: 11:54 AM Time SIampled: 12:54 PM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 110 cu yds. Total Placement for the 110 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 86 °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 Dimenj 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 06/09/2016 7 3 4.00 4.041 4.02 12.69 39,385 3,100 - 2 06/30/2016 28 5 4:02 4.06 4.04 12.82 52,061 4,061 - 3 06/30/20161 106/30/2016128 28 1 5 1 4.03 4.071 4.05 12.88 48,711 3,781 - 4 1 5 1 4.01 4.051 1 4.03 1 12.76 1 50,352 3,947 3,930 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 UNIVE ENCINEERIN Consultants In: Geotechnical Eng Geophysical Services • Construct Building Inspection • Plan Revie Project No.: 0310.1600172.0000 Date Typed: June 3, 2016 w Milk R SAL 3 SCIENCES !neeing • Environmental Sciences ion Materials Testing • Threshold Inspection • Building Code Administration I Field and Laboratory Report Transmittal Sheet i Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 , PSL Savannah Club Main Building Permit # 1410-0401 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, FL LOCATIONS: • Atlanta • Daytona Beach • Fort Myers • Fort Pierce • Gainesville • Jacksonville • Kissimmee • Leesburg ■ Miami • Ocala • Orlando (Headquarters) • Palm Coast • Panama City • Pensacola • Rockledge • Sarasota • Tampa • West Palm Beach 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: 61149 ARD1, 51149 DT1. We trust this information is sufficient for your immediate needs. If iyou. have any questions, please do not hesitate to contact the undersigned. JUN 13 AECD D Reviewed By: Universal Engineering Sciences, -Inc. Certificate of Authorizaticin No. 549 Richard E. Hoaglin, P.E. STATE OF FLORIDA Licensed Professional Engineer No.,48796 scarlson@nullieanconstructors.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.UniversalEngineering.com UNIVeRSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing I- Threshold Inspection Building Inspection -Plan Review -Building Code Administration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannal 8630 S. US Highway 1 , Port St. Area Tested: Storm pipe in-between structure A Project No: 0310.1600172.0000 UES Report No: 51149-1 DT 053116 Club .ucie, St. Lucie County, FL 5 and 6 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Anthony McAlpin Date of Test: 05/31 /2016 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 % Comment # Location of Test (FT) (IN) (2) (PCF) % Compaction (3) 1 middle fo pipe run in-between structures 5-6. _ 0 to, 1 12.00 19322 111.1 8.2 99 A (1) Ref. Datum: 0 = Bottom of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UkIVE ENGINEERING Consultants In: Geotechnical Engir Geophysical Services • Constructic Building Inspection ■ Plan Review Project No.: 0310.1600172.0000 Date Typed: August 22, 2016 Field and La Client: Mulligan Consti 3601 Vineland I Orlando, FL 321 Project: Racetrac #113E 8630 S. US Hig Port St. Lucie, 1 LOCATIONS: R • Atlanta • Daytona Beach SCIENCES Fort Myers • Fart Pierce aering ■ Environmental Sciences Gainesville i Materials Testing • Threshold Inspection • Jacksonville Kissimmee Building Code Administration Leesburg ■ Miami • Ocala • Orlando (Headquarters) • Palm Coast • Panama City ■ Pensacola ■ Rockledge • Sarasota • Tampa ■ West Palm Beach Report Transmittal Sheet rs I, Suite 14 11 - PSL Savannah Club away 1 t. 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 reports are numbered as follows: 52602 53482 ARC2D1, 53482 CT1, 53482 CT: information is sufficient for your imme& hesitate to contact the undersigned. I -'COPY KIE 0 IE 0 V F. SEP - 7 ADD D 1( tests are summarized on the attached sheets. The :T1, 62689 CT1, 63300 CT1, 63333 CTI, 53369 CT1, , 53482 DTI, 53619 ARD1, 53619 DT1. We trust this to needs. If you have any questions, please do not Reviewed By: Universal Engineering .Sciences, Inc. Certificate of Authorization No. 549t - ichard E. Hoaglin; .€�.:... - 4 STATE OF FLORI;JA ;j Fl i3� Licensed Professional; Ep.bineer No; 4&r96 scarlson@mulliganconstructors.com; cicioj@Stlucieco.org 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 UNU::;ER ENGINEERING Sill Consultants In: Geotechnical Engineering • E Geophysical Services • Materials Testing - Building Code Administration, Compliance In: 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.081 Comps 4"x8"Cv Client: Mulligan Constructors 3AL IENCES ronmental Sciences reshold Inspection ction & Plan Review - F: 321.638.0978 ssive Strength of Ider Test Specimens WM C-39) Project No: 0310.1600172.0000 Report No.: 52602-1 CT 071416 Workorder No.: 52602 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: Footing Sample Location: Footing - Sampled at West end of retaining wall footing Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 07/14/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Super mix Truck Number: - Ticket Number: 1258000 Mix Design: 30905 Admixture: N/A Specified IStrength 3000 psi @ 28 days Mix DesignStrength 3000 psi @ 28 days Water Added at Site N/A I Time Batched: 2:08 PM I Time Sampled: 3:33 PM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 10 cu yds. Day: Air Content: N/A Slump: 6.00 inches I Ambient Temp: 92 °F Concrete Temp: 89 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (lbs) Strength (psi) (psi) 1 07/21/2016 7 4 4.05 4.0111 4.03 12.76 29,456 2,310 2 08/11/2016 28 4 4.04 4.05 4.05 12.88 33,577 2,606 - 3 08/11/20161 28 1 4 1 4.03 4.071 4.05 1 12.88 36,884 2,863 2,730 4 09/08/2016 56 1 - 1 4.02 4.031 . 4.03 1 12.76 - - - 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 dSTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® M � RTI rl LOW TEST RESULTS UNV1._,_11ER$AL t!aENGINEERING 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 32965 - P: 321.638.0808 - F: 321.638.0978 Compressive Strength of 4 x 8 Cylinder Test Specimens (IASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 52689-1 CT 071816 Workorder No.: 52689 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: Footing Sample Location: Footing - Sampled at Footing for retaining wall on the south side of the bldg. Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 07/18/2016 General Information General Contractor Mulligan Supplier: Supermix Truck Number: 4473 Ticket Number: 1259435 Mix Design: 30905 Admixture: N/A Specifietl Strength /Sampling Times Specified Strength 3000 psi @ 28 days Mix DesignStrength 3000 psi @ 28 days Water Added at Site N/A Time Batched: 2:00 PM Time Sampled:- 3:30 PM Weather Condition Partiv Cloudv Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 20 cu yds. Day: Air Content: N/A . Slump: 6.00 inches I Ambient Temp: 92 °F Concrete Temp: 90 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)1 (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 07/25/2016 7 4 4.07 4.05' 4.06 12.95 45,040 3,480 - 2 08/15/2016 28 4 4.04 4.021 4.03 12.76 46,642 3,657 - 3 108/15/20161 28 4 1 4.07 1 4.011 1 4.04 1 12.82 1 49,291 3,845 - 4 08/15/2016 28 6 1 . 4.03 1 4.041 1 4.04. 1 12.82 1 42,104 3,285 3,600 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 I ti!jENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Ins i ction & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Compr Issive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 53300-1 CT 080316 Workorder No.: 53300 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 1,13ort St. Lucie, St. Lucie County, FL Structural Element: Curb Sample Location: Curb - Sampled at Curbs north of pumps Set,#: 1 of 1 total sets Sample From Concrete Truck Sample By: Client Cast On 08/03/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: - Truck Number: - Ticket Number: - Mix Design: - Admixture: N/A Specified Strength 3000 psi @ 28 days Mix DesignStrength 3000 psi @ 28 days Water Added at Site N/A I Time Batched: - I Time Sampled: - Weather Condition - Field Test Results Truck Load: - Cumulative Quantity: - Total Placement for the - Day: Air Content: N/A Slump: - I Ambient Temp: - Concrete Temp: - 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) i (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 08/10/2016 7 5 4.03 4.031 4.03 12.76 37,240 2,920 - 2 08/31/2016 28 - - - - - - - - 3 08/31/2016 28 - - - - - - - - 4 OS/31/2016 .28This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C1431 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 ® H r I n T,ir, 1W.Y •YPa1 T 4 Project No: 0310.1600172.0000 V N, \,—/ E R S A L Report No.: 53333-1 CT 080416 ENGINEERING SCIENCES workorderNo.: 53333 t�!-a Consultants In: Geotechnical Engineering - Environmental Sciences Lab NO.: Geophysical Services - Materials Testing - Threshold Inspection Date 1st Issue: Building Code Administration, Compliance Ins action & 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 1027 W. Lancaster Road, Orlando, FL 32819 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: Curbs - Sampled at Curbs N/E of pumps Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: client Cast On 08/04/2016 1 General Information General Contractor Mulligan j Supplier: Super Mix Truck Number: - Ticket Number: - Mix Design: - Admixture: N/A Specified Strength /Sampling Times r Specified (Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days I Water Added at Site N/A Time Batched: - I Time Sampled: - Weather Condition - Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 10 cu yds. Day: Air Content: N/A Slump: - I Ambient Temp: - T Concrete Temp: - 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 (in') Load (lbs) Strength (psi) (psi) 1 08/11/2016 7 4 4.03 4.061 4.05 12.88 54,151 4,200 - 2 09/01 /2016 28 - - - - - - - - 3 09/01/2016 28 1 - 1 - - I - - - i - - 4 09/01/2016 28 1 - I - - - I - - I - - 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, 6403 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 UNIVERSAL t:uENGINEERING Si Consultants In: Geotechnical Engineering - E Geophysical Services - Materials Testing - Building Code Administration, Compliance In 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.08 Comp 4" x 8" Cv Client: Mulligan Constructors IENCES ronmental Sciences reshold Inspection action & Plan Review - F: 321.638.0978 �sive Strength of ider Test Specimens kSTM C-39) Project No: 0310.1600172.0000 Report No.: 53369-1 CT 080516 Workorder No.: 53369 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 1,13ort St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Curbs- Sampled at Curbs north and east of gas pumps Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Client Cast On 08/05/2016 General Information General Contractor Mulligan Supplier: Super Mix Truck Number: - Ticket Number: - Mix Design: - Admixture: - Specified Strength /Sampling Times Specified (Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A Time Batched: - I Time Sampled: - Weather Condition - Field Test Results Placement Information Truck Load: - Cumulative Quantity: - Total Placement for the - Day: Air Content: N/A Slump: - Ambient Temp: - Concrete Temp: - 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) I (in) Area (in) Load (Ibs) Strength (psi) (psi) 1 08/12/2016 7 5 4.06 4.041 4.05 12.88 60,471 4,690 - 2 09/02/2016 28 - - - - - - - - 3 09/02/2016 28 1 - I- 4 09/02/2016 28 1 - I- - - - - - 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 i Fr R-0r .iTe1 f 4 UNIV RSA L 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 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: 53482 ARC2D1 081016 On -Site Time (hrs): 3.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 4.25 8630 S. US Highway 1,PortISt. Lucie, St. Lucie County, FL Date of Activity: Wednesday, August 10, 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 Lift station, testing for the Gas pump stalls. I While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for Lift station. 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. I 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 procedurIe. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. V N 1_ ER SA L 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.: 53482-1 CT 081016 Workorder No.: 53482 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 pump stalls - Sampled at Pump stall south end Set #: 1 of 2 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 08/10/2016 General Information General Contractor Mulligan Supplier: Super Mix Truck Number: 4477 Ticket Number: 1269380 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 I Time Batched: 6:54 AM I Time Sampled: 7:20 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 70 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 86 °F 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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in z) Load (Ibs) Strength (psi) (psi) 1 08/17/2016 7 4 4.04 4.07j 4.06 12.95 48,771 3,770 - 2 09/07/2016 28 - - - - - - - - 3 09/07/2016 28- 4 09/07/20161 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, IC403 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 EHHH EHFU U N 1_ E RSA L LEIENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review I 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.0978 Compre, ssive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 53482-2 CT 081016 Workorder No.: 53482 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 pump stalls - Sampled at 3rd pump stall from forth end. Set #: 2 of 2 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 08/10/2016 General Information I General Contractor ' Mulligan Supplier: Super Mix Truck Number: 4473 Ticket Number: 1269430 Mix Design: 40905 Admixture: N/A Specified Strength /Sampling Times Specified iStrength 4000 psi @ 28 days Mix Design Strength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 7:08 AM I Time Sampled: 8:25 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 50 cu yds. Total Placement for the 70 cu yds. Day: Air Content: N/A Slump: 5.00 inches AImbient Temp: 86 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 08/17/2016 7 5 4.06 4.061 4.06 12.95 55,682 4,300 - 2 09/07/2016 28 - - -- 3 09/07/2016 28 1 - - - - - - - - 4 09/07/2016 28 1 - - - - - - - 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 I n UNIV�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 I In -Place Densitv Test IlES Project No: 0310.1600172.0000 UES Report No: 53482-1 DT 081016 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 station Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/10/2016 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 andde do not address the condition of the unrlying soils below the tested depths. I Field Dry Test Range Depth Proctor Density Field Moisture % Comments # Location of Test (FT) (IN) (2) (PCF) Compaction (3) 1 2 feet south of lift station 9+10 12.00 19322 112.0 11.0 100 A 2 2 feet north of lift station 9+10 12.00 19322 112.0 11.5 100 A (1) Ref. Datum: 0 = Bottom of Excavation (2) Proctor Maximum Optimum # Dry Moisture Density Content i 19322 112.5 9.5 I (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIV RSi ENGINEERING SCIEN Consultants In: Geotechnical Engineering • Environr Geophysical Services • Construction Materials Testin Building Inspection • Plan Review • Building Code A 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road :S Project No: 0310.1600172.0000 1 "'ES UES Report No: 53619 ARD1 081516 !ntal Sciences • Threshold Inspection On -Site Time (hrs): 1.00 ninistration Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 Orlando, FL 32819 Project: Racetrac #1136 - PSL Sav nnah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Monday, August 15, 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 Final grade. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for 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 orla 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 writ ien approval of Universal Engineering Sciences UNIVE'RSA, L 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 LIES Project No: UES Report No: 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: Final grade Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 i Technician: Cliff Cherrnay 53619-1 DT 081516 Date of Test: 08/15/2016 Requirements: 98% of Proctor maximum dry density.i 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 area north side of pumps 0 !1 12.00 19322 111.0 12.2 99 A 2 Parking area north west of pumps I 0-I1 12.00 19322 111.7 11.5 99 A 3 Near center of canopy west side 0 -1 12.00 19322 112.0 10.0 100 A 4 Near center of canopy east side 0=11 12.00 19322 112.2 9.9 100 A (1) Ref. Datum (2) 0 = Top of Final Grade 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 UES Report No: 03GI-52839 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): 1.00 820 Brevard Avenue Rockledge, FL • 32955 Total Time (hrs): 1.25 321.638.0808 Fax:321.638.0978 Activity Report Client: Mulligan Constructors FILt L;'M01JY 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: 7/21/16 Technician: Cliff Cherrnay i As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up 1 set of cylinders. D i[E AUG 1 6 RECD D UNIVERSAL ENGINEERING SCIENICES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Buildinq Inspection • Plan Review • Buildinq Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 _ S Project No: 0310.1600172.0000 UES ReportNo: 52925 ARD1S1 072616 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 2.00 Total Time (hrs): 3.00 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: Tuesday, July 26, 2016 Technician: Mike Starr As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Backfill above 4" sanitary sewer pipe See attached. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Backfill above 4" sanitary sewer pipe See attached. 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 wriItten approval of Universal Engineering Sciences. UNIV'i�RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction MaterialsTestin • Threshold Inspection Building Inspection • Plan Review • Building Code A ministration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. (Lucie, Area Tested: Backfill above 4" sanitary sewer pipe °S Project No: 0310.1600172.0000 UES Report No: 52925-1 DT 072616 St. Lucie County, FL See attached ,f Type of Test: Field: ASTM D-6938 Nuclear G'lauge Method Date of Test: 07/26/2016 Lab: ASTM D-1557 Technician: Mike Starr 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 u I derlying 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 See attached plans page C3.0 TEST # 1 1 2 12.00 19322 109.9 7.9 98 A 2 See attached plans page C3.0 TEST # 2 1 io to 2 12.00 19322 110.3 8.6 98 A 3 See attached plans page C3.0 TEST # 3 1 to 2 12.00 19322 110.7 9.1 98 A 4 See attached plans page C3.0 TEST # 4 2 to 3 1200. 19322 111.0 9.3 99 A (1) Ref. Datum: 0 = Top of Pipe (2) Maximum Optimum .Proctor # Dry Moisture Density Content i 19322 112.5 9.5 I 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. I SEE DETAIL 8* SHEET C3.1 L CY, RACE-TRAC MARKET 5,928 SQ. FT- F.F.E. = V.09 Lai" # ®ads p, ,,.--«.- :,--�---� � :� - _ -20! pp,6pC6ED 2;-YO GRIND O 11 V - 111Z Y w VV ,17 � .�W_W s � o o I .......... ........... ................. :1 ............ - OVA BURIED 'EICIRtC 1w, 10 PROP. Ad U11L31,J EASEMENT I 0-11M P5-f-- / ' 011b - ona. SEE 15 S\AEF-T ,FOR SEEIDVI" PROP. 10 'ONUV GENERAL NOTES g DETAIL - 'A' .z N.T.S. �a' UTILITY CONSTRUCTION NO'T-ESa.sr�• d" e / / / / /�/ \ � - o pl i ./ ...�......^....>.."�.. ®wr on°u�r"`nme'.':.N �e•ael rzo i / .b,��[!/✓/�/ \1 i� !^•-oe_�ii � � / � .nm.m. f1 ....-.,a^..p.� ©=.�i'....".'.:..,m��':t ����e�i ,EA, — // - - - - - - ..o...........,.,a„�,., t STATE ROAD 5 - U.S. HIGHWAYNO. 1 -SOU- FEDERAL H- -- - --- .- .�.. •.�' ems" ENE - - - - - - - - - - - - - - - - - - - --------------- ag LEGEND - EXISTING LEGEND PI LICT DATA tiT� W xv p3ia • �Goo�7a. 6aa� ?�z6-�-E' lel-G • �` S• Z 9 2 f UNIVERSAL ENGINEERING SCIEINbES Consultants In: Geotechnical Engineering • Environm6ntal Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Ad inistration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 ivi ue-S Project No: 0310.1600172.0000 UES Report No: 52956 ARD1 072716 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Sava�lnnah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, July 27, 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 S,ewerline. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Sewerline. 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. 1 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 writt I n approval of Universal Engineering Sciences. I UNIV�CRSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environm ntal Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Ad ninistration 820 Brevard Avenue • Rockledge, FL . 32955 321.638.0808 Fax:321.638.0978 Client: Project: Area Tested: Type of Test: Technician: Requirements: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Racetrac #1136 - PSL Savanni 8630 S. US Highway 1, Port St. Sewerline s`--S Project No: 0310.1600172.0000 UES Report No: 52956-1 DT 072716 Club Icie, St. Lucie County, FL Field: ASTM D-6938 Nuclear G iuge Method Date of Test: 07/27/2016 Lab: ASTM D-1557 Cliff Cherrnay 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 (FIT) ( Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % C om Paction Comments (3 ) 1 North of grease trap 20 feet Sewer pipe 2+3 12.00 19322 112.0 8.0 100 A 2 North of grease trap 25 feet Sewer pipe 3+i 12.00 19322 111.7 9.3 99 A 3 South side of bldg over sewer pipe 2+3 12.00 19322 111.4 10.2 99 A 4 South side of bldg over sewer pipe 3+i 12.00 19322 112.4 9.9 100 A (1) Ref. Datum: 0 = Top of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content i 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements i This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. I II i UNIVr. ENGINEERIN Consultants In: Geotechnical Eng Geophysical Services • Construct Building Inspection • Plan Revie Project No.: 0310.1600172.0000 Date Typed: August 9, 2016 w ;,SAL G SCIENCES inee�ing • Environmental Sciences ion Yaterials Testing • Threshold Inspection • Bbilding Code Administration i LOCATIONS: Atlanta • Daytona Beach • Fort Myers • Fort Pierce • Gainesville • Jacksonville • Kissimmee • Leesburg Miami Ocala Orlando (Headquarters) • Palm Coast • Panama City • Pensacola Rockledge Sarasota 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. (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: 52174 CT1, 53300 AR1, 63300 ARD8, 53300 DTI, 63300 DT2, 63300 DT2, 53300 DT3, 53300 DT4, 63300 DT5, 53300 DT6, 63300 DT7, 53300 DT8. 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.. R [E f�% AUG 1 5 NECD 101 �1Q-0 Certificate of Authorization No. 549 ichard E. Hoaglin, PE. STATE OF FLORID: iLicensed Professional Engineer No. 48796, scarlson@mulliganconstructors.com cicioi@stlucieco.org 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.Unive'rsalEngineering.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 - 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 328111 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL i Structural Element: Cell Fill Sample Location: Cell fill - Sampled at Cells around columns Project No: 0310.1600172.0000 Report No.: 52174-1 CT 070116 Workorder No.: 52174 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 07/01/2016 General Information Specified, Strength /Sampling Times Placement Information j General Contractor Mulligan Supplier: Super Mix i I Truck Number: 1606 Ticket Number: 1252856 Mix Design: 25CG Admixture: N/A 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 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 I Concrete Temp: 86 OF Unit Weight: N/A Results OflLaboratory 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 (in') Load (lbs) 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 4 3.30 3.22 3.26 10.63 28,090 2,643 - 3 107/29/20161 28 1 4 1 3.28 3.341 3.31 10.96 31,838 2,905 - 4 07/29/2016 28 4 3.34 3.301 3.32 1 11.02 1 29,462 1 2,674 1 2,740 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. 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 lare 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 ® M FUN,H Sr] r7 .D AUG 1 5 AECD D \ UNIVERSAL UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 03GI-53300 Consultants In: Geotechnical Engineering • Enviro i' mental Sciences On -Site Time (hrs): 3.75 Geophysical Services • Construction Materials Testing • Threshold Inspection Lab Time (hrs): 0.00 Building Inspection • Plan Review -Building Codedministration Travel Time (hrs): 1.00 820 Brevard Avenue • Rockledge, FL • 32955 Total Time (hrs): 4.75 321.638.0808 Fax:321.638.0978 Activity Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819, Project: Racetrac #1136 - PSL Sava i nah Club 8630 S. US Highway 1,1-ort St. Lucie, St. Lucie County, FL Date of Activity: 8/3/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences I echnician was present at the above referenced location for the purpose of Left 1 set of cylinders for client to cast. AUG 1 5 flEC11 D i UNIVRSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing I Threshold Inspection Building Inspection -Plan Review -Building Code Adrpinistration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL 8630 S. US Highway 1, Port Date of Activity: Wednesday, August 3, 2016 Technician: Cliff Cherrnay Record nah Club �S Project No: 0310.1600172.0000 UES Report No: 53300 ARD8 080316 On -Site Time (hrs): 3.75 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 4.75 Lucie, St. Lucie County, FL While on site, the technician observed the general condition of the areas to be tested and performed 2 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. 1 - While on site, the technician observed the general condition of the areas to be tested and performed 1 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. While on site, the technician observed the general condition of the areas to be tested and performed 1 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. While on site, the technician observed the general condition of the areas to be tested and performed 1 density test(s) for Sewer 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 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 1 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 gene ial condition of the areas to be tested and performed 2 density test(s) for Force Main. 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. 1 While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Lift Station. 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 i UN1V___._RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing I Threshold Inspection Building Inspection -Plan Review -Building Code Acirpinistration 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} S Project No: 0310.1600172.0000 i UES Report No: 53300-1 ARC 080316 On -Site Time (hrs): 3.75 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 4.75 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Wednesday, August 3, 2016 Technician: Cliff Cherrnay density per ASTM D-1557. While on site, the technician observed the general condition of the areas to be tested and performed 1 density test(s) for Storm pipe from D-7 to D-12. 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. 1 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of pick up a total of 1 set( s!) of 4 - 4 x 8 specimen(s) cast by client for compressive strength testing. f As Requested, a Universal Engineering Sciel location for the purpose of Left 1 set of cylinders This test(s) was performed without deviation from ASTM Technician was present at the above referenced client to cast. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIV �RSAL i 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: UES Report No: 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: Storm structures Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 0310.1600172.0000 53300-1 DT 080316 Date of Test: 08/03/2016 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 O (PCF) % Compaction P action (3) 1 D-7 Storm Structure 0-1 12.00 19322 110.0 12.0 98 A 2 D-12 Storm Structure 0-1 i 12.00 19322 111.0 11.7 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written appl roval of Universal Engineering Sciences. U N 1 V`&-=-"R S A L i tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • EnvironmePtal 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: 53300-2 DT 080316 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: Storm Pipe Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/03/2016 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 /o Comments 9 Location of Test (IN) (IN) (2) (PCF) % Compaction (3) 3 Pipe from D-7 to D-12 20 feet west of D-12 0+8 8.00 19322 110.0 11.0 98 A (1) Ref. Datum (2) 0 = Springline of Pipe Proctor Maximum Optimum l # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIV'�RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing Threshold Inspection Building Inspection • Plan Review • Building Code Ad inistration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 :S Project No: 0310.1600172.0000 UES Report No: 53300-3 DT 080316 In -Place Density Test Report Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 I Project: Racetrac #1136 - PSL Savannah,Club 8630 S. US Highway 1,Port St. L 1 cie, St. Lucie County, FL Area Tested: Storm Pipe Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/03/2016 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) 4 D12 to D7 Storm pipe final grade 0-1 12.00 19322 112.0 11.5 100 A (1) Ref. Datum (2) 0 = Top of Final Grade Proctor Maximum optimum # Dry Moisture Density Content i 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVK�RIISAL 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 Densitv Test Report \:S Project No: 0310.1600172.0000 UES Report No: 53300-4 DT 080316 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah JClub 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Sewer pipe Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/03/2016 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 % Comments # Location of Test FT ( 1) (IN) 2 O (PCF) % Compaction p action 3 ( ) 5 4" Sewer Pipe at east side of bldg 10 feet north 0-11 12.00 19322 110.1 12.2 98 A of greese trap (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from AS TM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i UNIV',�RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing ' Threshold Inspection Building Inspection • Plan Review • Building Code Adinistration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 :S Project No: 0310.1600172.0000 UES Report No: 53300-5 DT 080316 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: 08/03/2016 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 Ra ge Depth Proctor Density Field Moisture % Comment # Location of Test (FT) (IN) (2) (PCF) % Compaction (3) 6 Curbs north side of pumps. 0-1 12.00 19322 111.3 11.3 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written ap roval of Universal Engineering Sciences. UNIV��RSAL i 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 f — _:S Project No: 0310.1600172.0000 UES Report No: 53300-6 DT 080316 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: Force Main Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/03/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. I 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 9 Location of Test (FT) (IN) (2) (PCF) % Compaction (3) 7 East end of trench 20 feet west of lift station 0-1 12.00 19322 110.6 11.0 98 A 8 West end of trench 25 feet east of sidewalk. 0-1 12.00 6338 105.0 6.6 100 A (1) Ref. Datum: 0 = Bottom of Excavation (2) Proctor Maximum Optimum # Dry Moisture Density Content !I 6338 104.5 13.0 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. 1 UNI%FtRSAL i ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environme'ntal 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: 53300-7 DT 080316 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 Station Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Date of Test: 08/03/2016 Technician: Cliff Cherrnay I 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 9 Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 9 2 Feet north of lift station. 3+4 12.00 19322 110.2 10.0 98 A 10 2 Feet south of lift station. 3+4 12.00 19322 110.4 10.2 98 A 11 2 Feet to the east of lift station. 4+5 12.00 19322 111.7 9.8 99 A 12 2 Feet to the west of lift station. I 4+5 12.00 19322 111.5 9.5 99 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. I f r V N 1 VIA RSA L ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmehtal 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah 8630 S. US Highway 1, Port St. LL Area Tested: Storm pipe from D-7 to D-12 Type of Test: Field: ASTM D-6938 Nuclear Gai Lab: ASTM D-1557 Technician: Cliff Cherrnay iS Project No: 0310.1600172.0000 UES Report No: 53300-8 DT 080316 b , St. Lucie County, FL e Method Date of Test: 08/03/2016 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 isture % Comments # Location of Test (FT) (IN) (2) (PCF) % Compaction (3) 13 Final grade over pipe 3+4 12.00 19322 112.0 12.3 100 A (1) Ref. Datum: 0 = Bottom of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written app' oval of Universal Engineering Sciences. 1� UNIVE ENGINEERING Consultants In: Geotechnical Eng Geophysical Services • Construct Buildinci Inspection • Plan Reviev Project No.: 0310.1600172.0000 Date Typed: May 9, 2018 F1 Field and Laborab Client: Project: CIENCES g • Environmental Sciences terials Testing • Threshold Inspection Jina Code Administration a� h Report Transmittal Sheet Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Racetrac #1136 - PSL Savannah Club Permit #14100401 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, FL LOCATIONS: • Atlanta • Daytona Beach ■ Fort Myers • Fort Pierce • Gainesville ■ Jacksonville • Kissimmee • Leesburg • Miami • Ocala • Orlando (Headquarters) • Palm Coast • Panama City • Pensacola ■ Rockledge • Sarasota • Tampa • West Palm Beach 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: 50317AR1, 19322 MP, 50434 ARD2, 50434 DT1, 50434 DT2, 50461 AR1, 60462 AR1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. - ®- /� Reviewed By: SO EU V E Universal Engineering Sciences, Inc: D Certificate of Authorizdt" "No., 549 -1, MAY 2 7 REC'D - ]chard E. Hoaglin :P:'_, TATE OF FLORIDk .Licensed Professional Engineer No. 48796 scarlson@mulliganconstructors.com; cicioi stlucieco.om 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com I 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 Client: Mulligan Constructors 3601 Vineland Road, Suite Orlando, FL 32811 Project: Racetrac #1136 - PSL Sava 8630 S. US Highway 1,Port Date of Activity: 5/3/16 Technician: Cliff Cherrnay UES Project No: 0310.1600172.0000 UES Report No: 030-50317 On -Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 1.50 h Club Lucie, St. Lucie County, FL I As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up a proctor. UNIVERSAL Client No: 0310.1600172.0000 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Date: May 5, 2016 Environmental Sciences - Construction Materials Testing 820 Brevard Avenue - Rockledge, Florida 32955 - (321) 638-0808 I REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL Client: MULLIGAN CONSTRUCTORS 3601 VINELAND ROAD, SUITE 14 ORLANDO FLORIDA 32811 Project: RACETRAC #1136 - Savannah Club 8630 SOUTH US HIGHWAY 1 PORT SAINT LUCIE, FLORIDA Location: NATIVE j Date Sampled: 513/16 Sampled By: CLIFF CHERRNAY SUMMARY OF TEST RESULTS No DRY DENSITY OPTIMUM CONTENT M —MOISTURE NONE No 124111111 In 10 SOIL DESCRIPTION EMEMI ONO 13001001111111111 DARK BROWN SILTY SAND MEMNON MEN No M No No No No FILL: NATURAL GROUND: IMMUNE INEMEMEM MENNEN 111MMMMMMM mommummom mom no MIN so No KINIMEMOMMEN IN NONE 0 NOTES -This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVI�RSAL arF_-8 Project No: 0310.1600172.0000 ENGINEERING SCIENCES UESReport No: 50434 ARD2 050616 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing I- Threshold Inspection On -Site Time (hrs): 1.50 Building Inspection • Plan Review • Building Code Administration Lab Time (hrs): 0.00 820 Brevard Avenue • Rockledge, FL • 32955 Travel Time (hrs): 1.00 321.638.0808 Fax: 321.638.0978 Total Time (hrs): 2.50 Activty Record Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club i 8630 S. US Highway 1,13ort St. Lucie, St. Lucie County, FL Date of Activity: May 6, 2016 I 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 Biuilding pad, Column footings. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Building pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. I While on site, the technician observed the general condition of the areas to be tested and performed 12 density test(s) for Column footings. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. I The Contractor was notified of the test results or a copy was left for their records. I 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. UNI%FtRSAL 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 Client: Project: Area Tested &S Project No: 0310.1600172.0000 UES Report No: 50434-1 DT 050616 Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Building pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Cherrnay I Date of Test: 05/06/2016 Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test 4 Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 Building pad N/W 0-1 12.00 19322 112.0 9.0 100 A 2 Building pad S/W 0-1 12.00 19322 111.5 9.4 99 A 3 Building pad S/E 0-1 12.00 19322 110.6 9.3 98 A 4 Building pad N/E 0-1 12.00 19322 111.0 9.5 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum .Proctor 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. N IV,�R AL u s i ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing 'I• Threshold Inspection Building Inspection • Plan Review Building Code Adrpinistration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah 8630 S. US Highway 1,Port St. L Area Tested: Column footings Type of Test: Field: ASTM D-6938 Nuclear GE Lab: ASTM D-1557 Technician: Cliff Cherrnay :S Project No: 0310.1600172.0000 UES Report No: 50434-2 DT 050616 Club icie, St. Lucie County, FL ge Method Date of Test: 05/06/2016 Requirements: 95% of Proctor maximum dry density. These tests apply to the fill. and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test 9 Location of Test Range (F;T) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 5 Footing D-1 0-1 12.00 19322 112.0 9.4 100 A 6 Footing D-3 i 0- 12.00 19322 112.5 9.2 100 A 7 Footing D-5 0-1 12.00 19322 111.7 8.6 99 A 8 Footing D-7 0-1 12.00 19322 111.5 9.2 99 A 9 Footing B-7 0-1 12.00 19322 111.2 9.3 99 A 10 Footing A-6 0-1I 12.00 19322 111.7 10.0 99 A 11 Footing A-4 0-1 12.00 19322 112.2 10.2 100 A 12 Footing A-2.6 I 0-1 12.00 19322 112.1 9.7 100 A 13 Footing E-5 I 0-11 12.00 19322 111.5 9.2 99 A 14 Footing C-8 0-11 12.00 19322 111.8 9.4 99 A (1) Ref. Datum: 0 = Bottom of Footing (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. I This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. I UNIV'15 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 :S Project No: 0310.1600172.0000 UES Report No: 50434-2 DT 050616 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Column footings Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Cherrnay Date of Test: 05/06/2016 I Requirements: 95% of Proctor maximum dry density. IThese 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 ) 15 Footing B-1 0-1 12.00 19322 112.1 9.5 100 A 16 Footing B-9.1 0-1 12.00 19322 111.4 9.6 99 A (1) Ref. Datum: 0 = Bottom of Footing (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. i This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i • i I UNIVERSAL. UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 03G1-50461 Consultants In: Geotechnical Engineering - Environmental Sciences On -Site Time (hrs): 1.50 Geophysical Services - Construction Materials Testing - Threshold Inspection Lab Time (hrs): 0.00 Building Inspection - Plan Review - Building CodelAdministration Travel Time (hrs): 3.00 820 Brevard Avenue • Rockledge, FL - 32955 Total Time (hrs): 4.50 321.638.0808 Fax:321.638.0978 Activity Resort Client: Mulligan Constructors 1 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: 5/9/16 Technician: Anthony McAlpin 4 As Requested, a Universal Engineering Sciences I Technician was present at the above referenced location for the .purpose of performed DCP in 2 locations for column pad footings for store and one location in the dumpster pad down to 3 feet. Testing at each depth level, resulted in refusal of 20 blows. These results meet or exceed project requirements of 2000 psf. I I I UNIVERSAL UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 03GI-50462 Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 2.00 Geophysical Services • Construction Materials Test jng • Threshold Inspection Lab Time (hrs): 0.00 Building Inspection • Plan Review • Building Code ministration Travel Time (hrs): 1.00 820 Brevard Avenue • Rockledge, FL • 32955 Total Time (hrs): 3.00 321.638.0808 Fax:321.638.0978 Activity Report Client: Mulligan Constructors 1 3601 Vineland Road, Suite 1I4 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: 5/9/16 Technician: Cliff Cherrnay As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Performed DCP testing on column'footings and dumpster pad. UNIVE ENGINEERIN Consultants In: Geotechnical Eng Geophysical Services + Construct Building Inspection • Plan Review Project No.: 0310.1600172.0000 Date Typed: May 27, 2016 RSAL G SCIENCES ineering • Environmental Sciences ion Materials Testing • Threshold inspection • Building Code Administration F1L'rIff— Y 'w.'C0P""'7 Field and Laboratory Report Transmittal Sheet LOCATIONS: • Atlanta • Daytona Beach Fort Myers Fort Pierce Gainesville • Jacksonville Kissimmee • Leesburg Miami Ocala • Orlando (Headquarters) Palm Coast • Panama City • Pensacola Rockledge Sarasota • Tampa • West Palm Beach I Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 328111 Project: Racetrac #1136 - PSL Savannah Club Main Building Permit # 1410-0401 8630 S. US Highway 1 Port St. Lucie, St. Lucie County, FL I As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. i The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 51104 ARD2, 51104 DTI, 51104 DT2. We trust this information is sufficient for your immediate; needs. If you have any questions, please do not hesitate to contact the undersigned. RD MAY 2 7 AEC'D D (Reviewed By: (Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 oN Richard E. Hoaglin, ,�� P.E. € 2016.05.27 ,`z(4 14:34:43-04'00' Richard E. Hoaglin, P.E. STATE OF FLORIDA Licensed Professional Engineer No. 48796 scarlsonp_mulliganconstructors.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.UniversalEngineering.com I UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection -Plan Review • Building Code Ad ' inistration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 UES Project No: 0310.1600172.0000 UES ReportNo: 51104 ARD2 052716 On -Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.75 Activity Record I Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway, 1, PortISt. Lucie, St. Lucie County, FL Date of Activity: Friday, May 27, 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, Building pad. While on site, the technician observed the general condition of the areas to be tested and performed 2 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 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 6 density test(s) for Building pad. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. 1 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. I This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. I ,jigUNIVERSAL 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 ur_S Project No: 0310.1600172.0000 UES Report No: 51104-1 DT 052716 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: 05/27/2016 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 undlerlying soils below the tested depths. Field Dry Test Range Depth Proctor Density Field Moisture % Comments # Location of Test (FT) (IN) (2) (PCF) % Compaction (3) 1 20 feet north of structure # 12 1+2 12.00 19322 111.7 10.0 99 A 2 30 feet north of structure # 12 I 2+3 I 12.00 19322 111.5 11.0 99 A (1) Ref. Datum: 0 = Bottom of Pipe (2) Proctor Maximum Optimum # Dry Moisture Density Content i 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. f UNlvr:RSAL ENGINEERING SCIENCES Consultants In. Geotechnical Engineering • Environme'ntal Sciences Geophysical Services •Construction Materials Testing I Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah 8630 S. US Highway 1, Port St. L Area Tested: Building pad Type of Test: Field: ASTM D-6938 Nuclear Gs Lab: ASTM D-1557 UES Project No: 0310.1600172.0000 UES Report No: 51104-2 DT 062716 ub ie, St. Lucie County, FL Method Date of Test: 05/27/2016 Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. I hese 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 0 Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density y (PCF) Field Moisture % o �� Compaction Comments (3) 3 NM/ corner test 0-1 12.00 19322 112.0 10.5 100 A 4 SMI comer test 0-1 12.00 19322 110.5 9.9 98 A 5 S/E corner test 0-1 12.00 19322 110.6 9.7 98 A 6 N/E comer test 0-1 12.00 19322 111.0 10.5 99 A 7 Thickened wall footings S/E test 0-1 12.00 19322 112.0 10.7 100 A 8 Thickened wall footings NMI test 0-11 12.00 19322 111.0 11.1 99 A (1) Ref. Datum (2) 0 = Top of Final Grade Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not he reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVE ENGINEERIN Consultants In: Geotechnical Eng Geophysical Services • Construct Building Inspection • Plan Review Project No.: 0310.1600172.0000 Date Typed: September 7, 2016 Field and Labo RSAL G ,SCIENCES �Q�Q ineering • Environmental Sciences 4C "' ion!Materials Testing • Threshold InspecticSy rBuilding Code Administratiomo Luv(b 0000t f Client: Mulligan Constri 3601 Vineland F Orlando, FL 32E Project: Racetrac #1136 8630 S. US Higi Port St. Lucie, S Report Transmittal Sheet , Suite 14 1 PSL Savannah Club ray 1 Lucie County, FL LOCATIONS: Atlanta • Daytona Beach Fort Myers • Fort Pierce Gainesville • Jacksonville • Kissimmee Leesburg • Miami Ocala • Orlando (Headquarters) • Pahn Coast • Panama City • Pensacola Rockledge • Sarasota Tampa • West Palm Beach 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: 64018 ARD1, 64018 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-,sciiences, Inc. s ; Certificate of Authorf,: +fies'-No -54S- _ SEP 1 6 RECD = ; - ichard E. Hoaglin, ?.YES TATE OF FLORIDA';_ WOMM-0 Licensed Professional Engineer No. 48796 scarlson@mulliganconstructors.com; cicioj(cr�stlucieco:org Sign & Seal copy to: St Lucie County, Attn: Joe Cicio,12300 Virginia Ave, Room 228, Ft Pierce, FL 34982 I 820 Brevard Avenue, Rockledge; Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com I UNIVER SA L i 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 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Sava 8630 S. US Highway 1,Port Date of Activity: Monday, August 29, 2016 Technician: Cliff Cherrnay utS Project No: 0310.1600172.0000 UES Report No: 54018 ARD1 082916 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 h Club Lucie, St. Lucie County, FL As requested, a Universal Engineering SciencesTechnician was present at the above referenced project site for the purpose of earthwork testing for the Base course. While on site, the technician observed the general condition of the areas to be tested and performed 4 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 meet the project compaction requirements of, 98% of the maximum dry density per ASTM D-1557. I The Contractor was notified of the test results or a copy was left for their records. This test(s) was performed without deviation from ASTM procedure', This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. SA IN I � R L l! I ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing -I Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 0JES Project No: 0310.1600172.0000 UES Report No: 54018-1 DT 082916 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. L cie, St. Lucie County, FL Area Tested: Base course Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/29/2016 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 9 Location of Test Ranbe (IN) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comment (3) 1 West entrance south test 0+6 6.00 1000 126.0 , 10.5 98 A 2 West entrance north test 0+6I 6.00 1000 125.0 11.0 98 A 3 West entrance north test 6+12 6.00 1000 126.6 11.5 99 A 4 West entrance south test 6+12 i 6.00 1000 126.6 11.2 99 A (1) Ref. Datum (2) 0 = Top of Base Course Proctor Maximum Optimum # Dry Moisture Density Content 1000 128.0 9.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. j This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. IE(D�coVr� F. OCT 19 ADD UNIVER, SAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction MaterialsTesting • Threshold Inspection Building Inspection • Plan Review • Building Code Administration Project No.: 0310.1600172.0000 Date Typed: October 13, 2016 ImILE 1C. i 1 Field and Laborato Client: Mulligan Construe 3601 Vineland Rc Orlando, FL 3281 Project: Racetrac #1136 - 8630 S. US High% Port St. Lucie, St. Report Transmittal Sheet Suite 14 ESL Savannah Club 'ay 1 Lucie County, FL LOCATIONS: '^n� Atlanta o 1 - • Daytona Beach • Fort Myers Fort Pierce • Gainesville • Jacksonville • Kissimmee • Leesburg ■ Miami Ocala • Orlando (Headquarters) Palm Coast Panama City Pensacola Rockledge • Sarasota • Tampa West Palm Beach As requested, a representative of Univel sal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 54177 CT1, 54465 CT1, 54584 CT1, 54584 CT2, 54584 CT3, 54686 CT1, 54686 CT2, 54686 CT3,1 54818 ARC4, 64818 CT1, 64818 CT2, 54818 CT3, 64818 CT4, 54855 ARC1, 54855 CT1, 54892 ARC1, 54892 CT1, 66082 ARC1, 66082 CT1, 66334 AR1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc.: Certificate of Authori io»' io. J49 01 i7, _ ichard E. Hoaglin, STATE OF FLORIDA- Licensed Professional"Eng"in-eer No. 487,96 searlson cr•mulliganconstructors.com; cicioi astlucieco!ore Sign & Seal copy to: St Lucie County, Attn: Joe Cicio,! 2300 Virginia Ave, Room 228, Ft Pierce, FL 34982 i 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UnivlersalEngineering.com V N IVERSAL 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 Structural Element: Curb Sample Location: Curbs - Sampled at Curbs at west entrance Set #: 1 of 1 total sets General Information Sample From Concrete General Contractor Mulligan l I Supplier: Super Mix Truck Number: 6561 Ticket Number: 1279545 Mix Design: 5252 Admixture: N/A Specified Strength /Sampling Times Jject No: 0310.1600172.0000 Report No.: 54177-1 CT 090116 Workorder No.: 54177 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Sample By: Cliff Cherrnay On 09/01/2016 Specified (Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A I Time Batched: 11:58 AM I Time Sampled: 12:30 PM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 10 cu yds. Day: Air Content: N/A Slump: 5.00inchesTAmbient Temp: 90 °F I Concrete Temp: 88 IF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimeh. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in)i (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/08/2016 7 5 4.00 4.04 4.02 12.69 36,711 2,890 - 2 09/29/2016 28 4 4.06 4.02 4.04 12.82 56,060 4,373 - 3 109/29/20161 28 1 4 1 4.03 1 4.07 1 4.05 1 12.88 52,817 4,100 - 4 109/29/201.61 28 1 4 1 4.04 1 4.05 1 4.05 1 12.88 1 56,903 1 4,417 1 4,300 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 UNIVERSAL 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 Structural Element: Curb Sample Location: Curbs- Sampled at Curbs near north entrance ject No: 0310.1600172.0000 Report No.: 54465-1 CT 090216 Workorder No.: 54465 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: client Cast On 09/02/2016 General Information General Contractor Mulligan j Supplier: Super Mix { Truck Number: - Ticket Number: - j Mix Design: - Admixture: - Specified Strength /Sampling Times i Specified Strength 3000 psi @ 28 days I Mix DesignStrength 3000 psi @ 28 days Water AddeId at Site N/A Time Batched: - Time Sampled: - Weather Condition - Field Test Results Placement Information Truck Load: - Cumulative Quantity: - Total Placement for the - Day: Air Content: N/A Slum p: - Ambient Temp: - Concrete Temp: - 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 09/09/2016 7 4 4.04 4.01 � 4.03 12.76 29,762 2,330 - 2 09/30/2016 28 4 4.03 4.041 4.04 12.82 45,116 3,519 - 3 09/30/20161 28 1 4 4.02 4.011 4.02 12.69 1 49,309 1 31885 1 - 4 09/30/20161 28 1 5 1 4.07 1 4.051 1 4.06 12.95 1 47,005 1 3,631 1 3,680 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, IC403 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 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 I Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade i Sample Location: Driveway- Sampled at Driveway west side of hydrant . -iject No: 0310.1600172.0000 Report No.: 54584-1 CT 091016 Workorder No.: 54584 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 3 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 09/10/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 132 Ticket Number: 866194 Mix Design: 3500000 Admixture: N/A Specified Strength/Sampling Times Specified iStrength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 5:37 AM I Time Sampled: 7:00 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 40 cu yds. Total Placement for the 101 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 84 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in 2) Load (Ibs) Strength (psi) (psi) 1 09/17/2016 7 4 4.02 4.04 4.03 12.76 36,382 2,850 - 2 10/08/2016 28 5 4.05 4.00 4.03 12.76 55,811 4,375 - 3 110/08/20161 28 1 5 1 4.00 1 4.04 1 4.02 1 12.69 58,012 4,571 - 4 110/08/20161 28 1 5 1 4.01 1 4.03 1 4.02 1 12.69 1 54,398 4,286 1 4,410 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,I 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 I ® R 1 n lYoe+ lYP•x Naaa iYw� ryya �y,,.e i I General Contractor Mulligan j Supplier: Maschmeyer Concrete I Truck Number: 131 Ticket Number: 866199 Mix Design: 350000 Admixture: N/A VNIV z RSIAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - TFireshold 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" Cylil der 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 Structural Element: Slab on Grade I Sample Location: Driveway - Sampled at Under south west comer of canopy a eject No: 0310.1600172.0000 Report No.: 54584-2 CT 091016 Workorder No.: 54584 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 2 of 3 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 09/10/2016 General Information Specif d Strength /Sampling Times Placement Information I Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 6:54 AM I Time Sampled: 8:10 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 80 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient Temp: 85 °F Concrete Temp: 86 °F Tunit 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)I (in) Area (in 2) Load (Ibs) Strength (psi) (psi) 1 09/17/2016 7 5 4.01 4.071 4.04 12.82 38,994 3,040 - 2 10/08/2016 28 4 4.03 4.041 4.04 12.82 63,181 4,929 - 3 110/08/20161 28 1 5 1 4.06 4.001 1 4.03 12.76 60,890 4,774 - 4 110/08/20161 28 1 5 1 4.01 4.071 1 4.04 1 12.82 1 65,063 1 5,076 1 4,930 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,IC403 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 PAI l "EMU ®r. � VNIV 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 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 Structural Element: Slab on Grade Sample Location: Driveway - Sampled at South side of canopy jject No: 0310.1600172.0000 Report No.: 54584-3 CT 091016 Workorder No.: 54584 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 3 of 3 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 09/10/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 132 j Ticket Number: 866208 Mix Design: 350000 Admixture: N/A I Specified Strength /Sampling Times Specified (Strength 4000 psi @ 28 days Mix Design Strength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 8:03 AM Time Sampled: 9:00 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 110 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient Temp: 86 °F I Concrete Temp: 877 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)I (in) Area (in 2) Load (lbs) Strength (psi) (psi) 1 09/17/2016 7 4 4.07 4.04, 4.06 12.95 37,898 2,930 - 2 10/08/2018 28 4 4.06 4.09� 4.05 12.88 66,881 5,192 - 3 110/08/20161 28 1 4 1 4.03 1 4.07 4.05 1 12.88 62,039 4,816 - 4 110/08/20161 28 1 4 1 4.02 1 4.015, 4.04 1 12.82 1 65,197 1 5,086 1 5,030 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,I 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 H FRO S ] rl l ,z.,., „4 VN1V L RSAL I ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review I 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 bounty, FL Structural Element: Slab on Grade Sample Location: Parking lot - Sampled at Under S/E comer of canopy :eject No: 0310.1600172.0000 Report No.: 54686-1 CT 091416 Workorder No.: 54686 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 3 total sets Sample From Concrete TrLck Sample By: Cliff Cherrnay On 09/14/2016 1 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 176 Ticket Number: 866332 Mix Design: 3500 Reg Admixture: N/A Specified (Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A I Time Batched: 5:01 AM I Time Sampled: 5:30 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 40 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 81 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/21/2016 7 5 4.07 4.011 4.04 12.82 43,163 3,370 - 2 10/12/2016 28 4 4.03 4.02 4.03 12'76 60,800 4,767 - 3 110/12/20161 28 1 4 1 4.01 1 4.04 1 4.03 12.76 1 62,118 4,870 - 4 110/12/20161 28 1 4 1 4.00 1 4.06 1 4.03 1 12.76 1 57,073 1 4,474 1 4,700 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,I 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 {� U N I V E R S A L -.jject No: 0310.1600172.0000 Report No.: 54686-2 CT 091416 ENGINEERING SCIENCES WorkorderNo.: 54686 Consultants In: Geotechnical Engineering • Environmental Sciences Lab No.: Geophysical Services • Materials Testing • Threshold Inspection Date 1st Issue: Building Code Administration, Compliance Inspection & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.0806 - F: 321.638.0978 DateFinal Issue: Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors i 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: Parking lot - Sampled at East side of southern most pump. Set #: 2 of 3 total sets Sample From Concrete Tr I ck Sample By: Cliff Cherrnay On 09/14/2016 General Information I General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 168 Ticket Number: 866341 Mix Design: 3500 Reg Admixture: N/A j Strength /Sampling Times I Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A Time Batched: 5:35 AM Time Sampled: 6:35 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 70 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 81 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/21/2016 7 4 4.05 4.051 4.05 12.88 39,012 3,030 - 2 .10/12/2016 28 4 4.05 4.06 4.06 12.95 48,881 3,776 - 3 .110/12/20161 28 1 4 1 4.07 1 4.04 4.06 1 12.95 47,468 3,667 - 4 110/12/201-61 28 1 4 1 4.05 1 4.061 1 4.06 1 12.95 1 53,842 4,159 3,870 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 i ����HM �►0% UNIVERSAL 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 Structural Element: Slab on Grade Sample Location: Parking lot - Sampled at 40 feet east of front entrance .`jject No: 0310.1600172.0000 Report No.: 54686-3 CT 091416 Workorder No.: 54686 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: LSet #: 3 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09114/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Maschmeyer Concrete i Truck Number: 150 Ticket Number: 866335 Mix Design: 3500 Reg Admixture: NIA Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A t Time Batched: 7:20 AM i Time Sampled: 8:10 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 110 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient Temp: 82 °F I Concrete Temp: 86 IF 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)I (in) Area (in 2) Load (Ibs) Strength (psi) (psi) 1 09/21/2016 7 4 4.04 4.031 4.04 12.82 41,601 3,250 - 2 10/12/2016 28 5 4.03 4.04 4.04 12.82 64,518 5,033 - 3 110/12/20161 28 1 3 1 4.05 4.011 1 4.03 1 12.76 59,655 4,677 - 4 110/12/20161 28 1 4 1 4.05 4.041 1 4.05 1 12.88 1 62,303 1 4,836 1 4,850 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, IC403 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 i I UES [,_fact No: 0310.1600172.0000 UNIVERSAL ENGINEERING SCIENCES UES Report No: 54818 ARC4 092016 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing ;• Threshold Inspection On -Site Time (hrs): 6.00 Building Inspection • Plan Review • Building Code Administration Lab Time (hrs): 0.00 820 Brevard Avenue Rockledge, FL Travel Time (hrs): 1.50 32955 Total Time (hrs): 7.50 321.638.0808 Fax:321.638.0978 Activity Record Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port;St. Lucie, St. Lucie County, FL i Date of Activity: Tuesday, September 20, 2016 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of concrete testing for the Driveway. While on site, the technician observed the general condition of the areas to be tested and cast 4 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 were 2 hours of standby time onsite. The Contractor was notified of the test results or �a copy was left for their records. I 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 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 I Project: Racetrac #1136 - PSL Savannah Club i I 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Driveway- Sampled at 30 feet east of 4th pump from the north end. No: 0310.1600172.0000 Report No.: 54818-1 CT 092016 Workorder No.: 54818 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 4 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09/20/2016 General Information Specified Strength /Sampling Times Placement Information SGeneral Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 131 j Ticket Number: 866552 Mix Design: 350000Reg Admixture: N/A Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A i Time Batched: 4:45 AM I Time Sampled: 6:00 AM j Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 30 cu yds. Total Placement for the 150 cu yds. Day: Air Content: N/A Slump: 5.00 inches I Ambient Temp: 82 °F Concrete Temp: 87 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) I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/27/2016 7 5 4.03 4.021 4.03 12.76 37,112 2,910 - 2 10/18/2016 28 - - - - - - - - 3 10/18/2016 110/18/2016128 28 1 - I - I - - - - - - 4 1 - I - I - - - - - 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, iC403 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 i i f UNIVERSAL Oct No: 0310.1600172.0000 Report No.: 54818-2 CT 092016 ENGINEERING SCIENCES WorkorderNo.: 54818 Consultants In: Geotechnical Engineering • Environmental Sciences Lab No.: Geophysical Services • Materials Testing • Threshold Inspection Date list 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 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: Driveway - Sampled at Parking space north side of,bldg west end Set #: 2 of 4 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09/20/2016 General Information General Contractor Mulligan I Supplier: Maschmeyer Concrete Truck Number: 408 Ticket Number: 866558 Mix Design: 3500000Reg Admixture: N/A I Strength /Sampling Times I Specified Strength 3500 psi @ 28 days I Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A ! Time Batched: 6:18 AM Time Siampled: 7:45 AM i Weather Condition Partiv Cloudv I Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 100 cu yds. Total Placement for the 160 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 86 °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. 1 Dimen! 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) ! (in) Area (in 2) Load (Ibs) Strength (psi) (psi) 1 09/27/2016 7 4 4.05 4.04. 4.05 12.88 33,093 2,570 - 2 10/18/2016 28 - - - - - - - 3 10/18/2016 28 1 - I - I- - - - - 4 10/18/2016 28 1 - I - I- - - - - 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 i i E I NH I -I'd R - r] ri UNIVERSAL ENGINEERING SCIENCES Consultants In: Geowchnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - TF reshold 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 eject No: 0310.1600172.0000 Report No.: 54818-3 CT 092016 Workorder No.: 54818 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Driveway - Sampled at 25 feet north of north entrance. Set #: 3 of 4 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 09/20/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 180 Ticket Number: 866565 Mix Design: 35000Reg Admixture: N/A Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A I Time Batched: 7:25 AM Time Slampled: 9:06 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 130 cu yds. Total Placement for the 200 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient Temp: 85 °F I Concrete Temp: 89 °F I 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) I (in) Area (in') Load (lbs) Strength (psi) (psi) 1 09/27/2016 7 4 4.07 4.061 1 4.07 13.01 33,661 2,590 - 2 10/18/2016 28 - - - - - - - 3 10/18/2016 28 1 - I - - - - - - - 4 10/18/2016 28 1 - I - - - - - - 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 I 0 UNIVERSAL 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 Structural Element: Slab on Grade Sample Location: Driveway- Sampled at 30 feet northeast of north entrance Set #: 4 of 4 total sets General Information Sample From Concrete General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 143 Ticket Number: 866573 Mix Design: 3500Reg Admixture: N/A Specified Strength /Sampling Times \-12)ject No: 0310.1600172.0000 Report No.: 54818-4 CT 092016 Workorder No.: 54818 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Sample By: Cliff Chermay On 09/20/2016 Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A I Time Batched: 8:38 AM Time Slampled: 10:30 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 160 cu yds. Total Placement for the 200 cu yds. .Day: Air Content: N/A Slump: 6.00 inches Ambient Temp- 86 °F I Concrete Temp: 89 °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) I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/27/2016 7 4 4.07 4.071 4.07 13.01 40,354 3,100 - 2 10/18/2016 28 - - - - - - - - 3 10/18/2016 28 1 - I - - - - - - - 4 10/18/2016 28 1 - I - - - - - - - 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 ® M L.M. r] rl i UNIVEk'SAL 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 R Client: Mulligan Constructors 1027 W. Lancaster Road UES '.hct No: 0310.1600172.0000 UES ReportNo: 54855 ARC1 092116 On -Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 2.00 Total Time (hrs): 3.50 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, September 21, �2016 Technician: Francois Philippe j As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of concrete testing for the Paving North Entrance of bldg. While on site, the technician observed the gene dal condition of the areas to be tested and cast 1 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 was 30 minutes 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 AS TM procedure. This report shall not be reproduced, except in full, without the writti n approval of Universal Engineering Sciences. UNIVERSAL 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 P: 321.638.0808 • F. 321.638.0978 Compr ssive Strength of 4" x 8 Cylinder Test Specimens (ASTM C-39) . soject No: 0310.1600172.0000 Report No.: 54855-1 CT 092116 Workorder No.: 54855 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: Paving Sample Location: Paving North Entrance of bldg -Sampled at 20'N 151W SE of bldg Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Francois Philippe On 09/21/2016 i General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan constructors Supplier: Maschmeyer Concrete Truck Number: 407 Ticket Number: 866596 Mix Design: 35000000 Admixture: N/A I Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A Time Batched: 5:02 AM I Time Sampled: 6:15 PM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: - Total Placement for the - Day: Air Content: N/A Slump: 5.00 inches I Ambient Temp: 82 °F Concrete Temp: 89 °F I Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimenl. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) I (in) Area (in') Load (Ibs) Strength (psi) (psi) 11 09/28/2016 7 4 4.04 4.051 1 4.05 12.88 42,909 3,330 - 2 10/19/2018 28 - - - - - - - - 3 10/19/2016 28 1 - I - - - - - - - 4 10/19/2016 28 1 - I - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, REMARKS C172, C231, C511, C617, C1064, C1231, C42, C157, C192, iC403 and I or C496 as applies. If an air test was not completed, that deviates from 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 HNH R -0 ri UNIVE'riSAL UES ' wt No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 54892 ARC1 092216 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing i• Threshold Inspection On -Site Time (hrs): 1.50 Building Inspection • Plan Review • Building Code Administration Lab Time (hrs): 0.00 820 Brevard Avenue Rockledge, FL Travel Time (hrs): 1.00 32955 Total Time (hrs): 2.50 321.638.0808 Fax:321.638.0978 At- iwifiv Pimrrnrrl Client: Mulligan Constructors j 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 I Date of Activity: Thursday, September 22, 2016 Technician: Cliff Cherrnay j As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of concrete testing for the Driveway entrance north. While on site, the technician observed the general condition of the areas to be tested and cast 1 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 specificatil ns with regard to batch time, slump, and temperature. There were 30 minutes 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. 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" Cylipder 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 Structural Element: Slab on Grade j Sample Location: Driveway entrance north - Sampled at 40 feet from street at north entrance. * ­ oject No: 0310.1600172.0000 Report No.: 54892-1 CT 092216 Workorder No.: 54892 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 09/22/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 159 Ticket Number: 866639 Mix Design: 3500Reg Admixture: N/A ISpecified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A I Time Batched: 5:27 AM 1 Time Slampled: 6:50 AM i Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 50 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient Temp: 82 °F Concrete Temp: 87 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) I (in) Area (in 2) Load (Ibs) Strength (psi) (psi) 1 • 09/29/2016 7 4 4.03 4.041 4.04 12.82 46,413 3,620 - 2 10/20/2016 28 - - - - - - - - 3 10/20/2016 28 1 - I - - - - - - - 4 10/20/2016 28 1 - I - - - - - - 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 • I NIVEkSAL 'UES �.�jact No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 55082 ARC1 092916 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing!- Threshold Inspection On -Site Time (hrs): 1.00 Building Inspection • Plan Review • Building Code Administration Lab Time (hrs): 0.00 820 Brevard Avenue Rockledge, FL Travel Time (hrs): 1.00 32955 Total Time (hrs): 2.00 321.638.0808 Fax:321.638.0978 Activity Record Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL I Date of Activity: Thursday, September 29, 2016 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of concrete testing for the North entrance. I While on site, the technician observed the general condition of the areas to be tested and cast 1 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. I The Contractor was notified of the test results or a copy was left for their records. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. V N 1 V E RSA L NdENGINEERING 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 .` )ject No: 0310.1600172.0000 Report. No.: 55082-1 CT 092916 Workorder No.: 55082 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: North entrance - Sampled at North entrance next to street west end Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09129/2016 General Information Specified Strength /Sampling Times Placement Information I , General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: i 183 Ticket Number: 2412483 Mix Design: 350000 Reg Admixture: N/A Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A I Time Batched: 8:23 AM Time Sampled: 10:07 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 30 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 85 °F I Concrete Temp: 87 °F Unit Weight: N/A Results Off 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 (in') Load (Ibs) Strength (psi) (psi) 1 10/06/2016 7 5 4.03 4.05 4.04 12.82 33,045 2,580 - 2 10/27/2016 28 - - - - - - - - 3 10/27/2016 28 1 - I - - - - - - - 4 10/27/2016 28 1 - I - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, CM, 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 sampleslare 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 - Ir] ri I UNIVERS ENGINEERING SCI Consultants In: Geotechnical Engineering • Envi Geophysical Services • Construction Materials T Building Inspection • Plan Review - Building Co 820 Brevard Avenue - Rockledge, FL- 32955 321.638.0808 Fax:321.638.0978 AL ENCES ronmental Sciences eIng • Threshold Inspection de Administration Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL SavE 8630 S. US Highway 1,Port Date of Activity: 9/30/16 Technician: Cliff Cherrnay UES Project No: 0310.1600172.0000 UES Report No: 030-55334 On -Site Time (hrs): 0.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 1.25 nah Club ;t. Lucie, St. Lucie County, FL As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up 1 set of cylinders. r S � UNIVERSAL LO CATIONS: • Atlanta • Daytona Beach Fort Myers ENGINEERING SCIENCES • Fort Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction�MaterialsTesting' Threshold Inspection Gainesville • Jacksonville • 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 23, 2016 Rockledge • Sarasota • Tampa • West Palm Beach Field and LaboratoI ry Report Transmittal Sheet Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 1 I -LE COPY 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: 53482 CT1, 53482 CT2, 53640 CT1, 53640 CT2, 63681 CT1, 53681 CT2, 63681 CT3, 53798 CT1, 53798 CT2, 54177 ARC1, 54177 CT1, 54465 ARC1 D1, 54465 CT1, 54465 DT1, 54466 AR1, 54529 ARD2, 54529 DT1, 54529 DT2, 54584 ARC3, 54584 CT1, 54584 CT2, 54584 CT3, 64668 ARD1, 64668 DT1, 64731 ARD1, 64731 DT1, 54735 AR1. We trust this information is! sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. i OCT - 3 flECD 10 Reviewed By: Universal Engineering Sci6ndt-6,4nc. Certificate of Authorization-N16: 54-9 RicFiard E. Hoaglin, P.E.. +: �'� � . STATE OF FLORIDA y Licensed Professional Engineer No. 48796 scarlson ,mulliganconstructors.com; cicioiastlucieco.ora 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 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Th�eshold 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.: 53482-1 CT 081016 Workorder No.: 53482 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 pump stalls - Sampled at Pump stall south end Set #: 1 of 2 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 08/10/2016 General Information Specified Strength (Sampling Times Placement Information General Contractor Mulligan Supplier: Super Mix j Truck Number: 4477 Ticket Number: 1269380 i Mix Design: 40905 II Admixture: N/A I Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A I Time Batched: 6:54 AM Time Sampled: 7:20 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 70 cu yds. Day: Air Content: N/A Slump: 5.00 inches 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)I (in) Area (in') Load (lbs) Strength (psi) (psi) 1 08/17/2016 7 4 4.04 4.07 4.06 12.95 48,771 3,770 - 2 09/07/2016 28 3 4.06 4.001 4.03 12.76 69,547 5,452 - 3 109/07/20161 28 1 4 1 4.03 4.07i 4.05 12.88 1 67,036 1 5,204 - 4 109/07/20161 28 1 4 1 4.04 4.0411 4.04 12.82 1 71,895 5,608 5,420 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,IC403 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 I ® M � F1 r] n UNIVERSAL 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: 321.638.08081 • F: 321.638.0978 CompreI sive Strength of 4 x 8 Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 53482-2 CT 081016 Workorder No.: 53482 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 pump stalls - Sampled at 3rd pump stall from north end. Set #: 2 of 2 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 08/1012016 General Information Specified Strength /Sampling Times Placement Information I General Contractor Mulligan Supplier: Super Mix Truck Number: 4473 Ticket Number: 1269430 Mix Design: 40905 i Admixture: N/A Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A I Time Batched: 7:08 AM Time Sampled: 8:25 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 50 cu yds. Total Placement for the 70 cu yds. Day: Air Content: N/A Slump: 5.00 inches I Ambient Temp: 86 °F I Concrete Temp: 86 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)l (in) Area (in) Load (Ibs) Strength (psi)' (psi) 1 08/17/2016 7 5 4.06 4.06 4.06 12.95 55,682 4,300 - 2 09/07/2016 28 4 4.01 4.01 4.04 12.82 88,944 6,938 - 3 109/07/20161 28 1 4 1 4.05 4.04 4.05 1 12.88 81,722 6,344 - 4 109/07/20161 28 1 4 1 4.03 4.07 4.05 12.88 79,877 6,200 6,490 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,I 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 - 1, - - - IN EDVNIVER ENGINEERING SI Consultants In: Geotechnical Engineering - Ei Geophysical Services - Materials Testing - Building Code Administration, Compliance In: 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.1 Com 4"x8"C Client: Mulligan Constructors SAL 1ENCES ronmental Sciences reshold Inspection ction & Plan Review • F: 321.638.0978 ;sive Strength of Ider Test Specimens 1STM C-39) Project No: 0310.1600172.0000 Report No.: 53640-1 CT 081616 Workorder No.: 53640 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: Pavement E side of canapy - Sampled at 10' N5'W SE comer Setif: 1 of 2 total sets Sample From Concrete Truck Sample By: Francois Philippe On 08/16/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Constructors Supplier: Supermix Truck Number: 6561 Ticket Number: 1272024 Mix Design: Regular Admixture: N/A Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A I Time Batched: 5:25 AM Time Sampled: 6:30 AM Weather Condition Sunny Field Test Results 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: 88 OF I 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 (in-) Load (lbs) 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 4 4.06 4.00 4.03 12.76 58,115 4,556 - 3 09/13/20161 28 1 4 1 4.05 1 4.01 1 4.03 1 12.76 62,013 4,862 - 4 09/13/20161 28 1 4 1 4.04 1 4.05 1 4.05 1 12.88 1 60,679 1 4,710 4,710 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,I 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 EDUNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services • Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspi lion & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.08081 • 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.: 53640-2 CT 081616 Workorder No.: 53640 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: Pavement E side of canapy - Sampled at 25'S 10'W NE comer i 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: supermix Truck Number: 1508 Ticket Number: 1272154 Mix Design: regular Admixture: N/A Specified Strength /Sampling Times Specified (Strength 4000 psi @ 28 days Mix Design lStrength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 8:58 AM Time Sampled: 9:30 AM 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 Ambient Temp: 78 °F I Concrete Temp: 89 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 08/23/2016 7 4 4.06 4.011 4.04 12.82 53,652 4,190 - 2 09/13/2016 28 4 4.05 4.01 4.03 12.76 60,890 4,774 - 3 109/13/20161 28 1 4 1 4.06 1 4.02 1 4.04 1 12.82 62,116 4,846 - 4 109/13/20161 28 1 4 1 4.03 1 4.03, 1 4.03 1 12.76 1 58,036 1 4,550 1 4,720 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 J 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 ® H R ] n ') Project No: 0310.1600172.0000 EDUNIVERSAL Report No.: 53681-1 CT 081716 ENGINEERING S iT+l I E N C E S Workorder No.: 53681 Consultants In: Geotechnical Engineering -Environmental Sciences Lab No.: Geophysical Services - Materials Testing - Ttireshold 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 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 #: 1 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 08/17/2016 General Information General Contractor Mulligan f Supplier: Super Mix Truck Number: 1608 Ticket Number: 1272551 i Mix Design: 40905 Admixture: N/A Specified Strength /Sampling Times Specified 'Strength 4000 psi @ 28 days j Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A Time batched: 5:52 AM 1 Time Sampled: 6:30 AM i 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: N/A Slump: 5.00 inches I Ambient Temp: 63 °F I Concrete Temp: 85 °F I 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 4 4.03 4.05 4.04 12.82 72,368 5,645 - 3 09/14/20161 109/14/2016128 28 1 4 1 4.01 1 4.07 1 4.04 1 12.82 1 71,401 1 5,570 1 - 4 1 4 1 4.05 1 4.04 1 4.05 1 12.88 1 74,217 1 5,761 1 5,660 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, C1571 C19211 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 i UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Env ironmental 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.: 53681-2 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 West end of tan slab south side Set #: 2 of 3 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 08/17/2016 General Information Specified Strength /Sampling Times Placement Information III General Contractor Mulligan F 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 j Water Added at Site N/A Total Placement for the 90 cu yds. Day: Ticket Number: 127564 Time batched: 6:35 AM Mix Design: 40905 II Time Sampled: 8:00 AM Admixture: N/A Weather Condition Partly Cloudy — Field Test Results Air Content: NIA Slump: 6.00 inches Ambient Temp: 85 °F 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)I (in) Area (in') 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 4 4.04 4.02 4.03 12.76 72,910 5,716 - 3 109/14/20161 28 1 4 1 4.03 1 4.01 1 4.02 1 12.69 1 70,116 5,524 1 - 4 109/14/20161 28 1 4 1 4.06 1 4.04 1 4.05 1 12.88 1 74,217 5,761 1 5,670 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, C192,1 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 M N - r n UNIVER ENGINEERING S4 Consultants In: Geotechnical Engineering • E Geophysical Services • Materials Testing - Building Code Administration, Compliance In: 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.081 4" x 8" Client: Mulligan Constructors SAL IENCEIS ronmental Sciences reshold Inspection ction & Plan Review • F: 321.638.0978 3sive Strength of Ider Test Specimens \STM C-39) i Project No: 0310.1600172.0000 Report No.: 53681-3 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. West side of canopy 3rd pump stall from the north end Set #: 3 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 08/17/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan i Supplier: Super Mix Truck Number: 301 I Ticket Number: 1272740 I Mix Design: 40905 Admixture: N/A Specified Strength 4000 psi @ 28 days Mix DesignIStrength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 10:11 AM Time Sampled: 11:35 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu. yds. Cumulative Quantity: 90 cu yds. Total Placement for the 100 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient jTemp: 90 °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 (in2) Load (Ibs) Strength (psi) (psi) 1 08/24/2016 7 4 4.02 4.01 12.76 54,648 4,280 - 2 09/14/2016 28 4 4.06 4.0 4.04 12.82 66,039 5,152 - 3 09/14/20161 28 1 4 1 4.03 4.07 4.05 12.88 70,114 5,443 - 4 09/14120161 28 1 4 1 4.02 4.04 4.03 1 12.76 64,786 5,079 5,230 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, C1921 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 �— Project No: 0310.1600172.0000 U N I VE R AL Report No.: 53798-1 CT 082216 ENGINEERING SCIENCES WorkorderNo.: 53798 Consultants In: Geotechnical Engineering • Environmental Sciences Lab NO.: Geophysical Services • Materials Testing • 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 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 tructural Element: Slab on Grade Sample Location: Driveway- Sampled at Driveway south side tank slab Set #: 1 of 2 total sets Sample From Concrete T ck Sample By: Cliff Cherrnay On 08122/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Super Mix Truck Number: 1608 Ticket Number: 1274528 Mix Design: 40905 Admixture: N/A Erength 4000 psi @ 28 days rength 4000 psi @ 28 days at Site N/A I Time'Batched: 6:12 AM I Time Sampled: 6:40 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 70 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 84 T Concrete Temp: 85 IF 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 (in 2) 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 4 4.02 4.02 4.02 12.69 64,003 5,043 - 3 109/19/20161 28 1 4 1 4.04 1 4.05 1 4.05 1 12.88 68,108 5,287 - 4 109/19/20161 28 1 4 1 4.05 1 4.01 1 4.03 1 12.76 1 66,403 5,206 5,180 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 V N IVERSAL 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: 321.638.0809 - 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.: 53798-2 CT 082216 Workorder No.: 53798 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: Driveway - Sampled at West side of southern most fuel pump I Set #: 2 of 2 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 08/22/2016 General Information Specifi led Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Super Mix Truck Number: 6561 Ticket Number: 1274636 Mix Design: 40905 I Admixture: N/A Specified Strength 4000 psi @ 28 days Mix DesigllnStrength 4000 psi @ 28 days Water Added at Site N/A Time Batched: 8:50 AM Time Sampled: 10:50 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 60 cu yds. Total Placement for the 70 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 91 °F I Concrete Temp: 88 °F I 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 (in') 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 5 4.03 4.05 4.04 12.82 63,042 4,918 - 3 109/19/20161 28 1 4 1 4.02 1 4.08 1 4.05 1 12.88 1 59,114 1 4,589 - 4 109/19/20161 28 1 5 1 4.03 1 4.03 1 4.03 1 12.76 1 61,252 1 4,802 1 4,770 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 9 UNIVERSAL waS Project No: 0310.1600172.0000 ENGINEERING SCIENCES UESReportNo: 54177ARC1090116 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services • Construction Materials Testing - Threshold Inspection On -Site Time (hrs): 1.00 Building Inspection - Plan Review - Building Code Administration Lab Time (hrs): 0.00 820 Brevard Avenue Rockledge, FL Travel Time (hrs): 1.00 32955 Total Time (hrs): 2.00 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,PortiSt. Lucie, St. Lucie County, FL Date of Activity: Thursday, September 1, 2016 I Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of concrete testing for the Curbs. While on site, the technician observed the general condition of the areas to be tested and cast 1 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 AS TM procedure This report shall not be reproduced, except in full, without the wri en approval of Universal Engineering Sciences. UNIVER: ENGINEERING SC Consultants In: Geotechnical Engineering - Env Geophysical Services • Materials Testing • TP Building Code Administration, Compliance Insp, 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808, 4" x 8" Cyli Client: Mulligan Constructors IENCES ronmental Sciences reshold Inspection ,ction & Plan Review - F: 321.638.0978 3sive Strength of ider Test Specimens 1STM C-39) Project No: 0310.1600172.0000 Report No.: 54177-1 CT 090116 Workorder No.: 54177 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: Curb Sample Location: Curbs - Sampled at Curbs at west entrance Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09/01/2016 General Information Specified Strength /Sampling Times Placement Information i General Contractor Mulligan Specified Strength 4000 psi @ 28 days Truck Load: 10 cu yds. Supplier: Super Mix Mix Design Strength 4000 psi @ 28 days Cumulative Quantity: 10 cu yds. Truck Number: 6561 Water Added at Site N/A Total Placement for the 10 cu yds. Day: Ticket Number: 1279545 Time Batched: 11:58 AM Mix Design: 5252 I Time Sampled: 12:30 PM Admixture: N/A Weather Condition Partly Cloudy Field Test Results Air Content: NIA Slump: 5.00 inches 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. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in-) Load (Ibs) Strength (psi) (psi) 1 09/08/2016 7 5 4.00 4.041 4.02 12.69 36,711 2,890 - 2 09/29/2016 28 - - - - - - - - 3 09/29/2016 109/29/2016128 28 1 - 1 - I - - - - - - 4 1 - I - I - - - - - 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, IC403 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 UNIVERSAL i ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing Threshold Inspection Building Inspection • Plan Review • Building Code Administration f uLS Project No: 0310.1600172.0000 UES ReportNo: 54465 ARC1 D1 090216 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs1: 1 00 820 Brevard Avenue - Rockledge, FL • 32955 Total Time (hrs): 2.00 321.638.0808 Fax:321.638.0978 Activity Record Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Friday, September 2, 2016 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthworks testing for the curbs. While on site, the technician observed the general condition of the areas to be tested and performed 4 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 comIpaction requirements of 98% of the maximum dry density per ASTM D-1557. Technician also picked up 1 set of 4 - 4 x 8 specimen(s) cast by client for compressive strength testing. The Contractor was notified of the test results oria 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 Project No: 0310.1600172.0000 Report No.: 54465-1 CT 090216 ENGINEERING SCIENCES WorkorderNo.: 54465 Consultants In: Geotechnical Engineering - Environmental Sciences Lab No.: Geophysical Services • Materials Testing • TAreshold 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" Cylilider 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 Structural Element: Curb Sample Location: Curbs -Sampled at Curbs near north entrance Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Client Cast On 09/02/2016 General Information � I General Contractor Mulligan Supplier: Super Mix Truck Number: - I+ Ticket Number: - Mix Design: - Admixture: N/A Specified Strength /Sampling Times Specified Strength 3000 psi @ 28 days Mix Design Strength 3000 psi @ 28 days Water Added at Site N/A I Time Batched: - I Time Sampled: - Weather Condition - Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 10 cu yds. Day: Air Content: N/A Slump: - Ambient I Temp: - Concrete Temp: - Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimeri. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in 2) Load (Ibs) Strength (psi) (psi) 1 09/09/2016 7 4 4.04 4.011 4.03 12.76 29,762 2,330 - 2 09/30/2016 28 - - - - - - - - 3 09/30/2016 109/30/2016128 28 1 - I -- 4 1 - I - I- - - - - 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,I 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 UNIV�RSAL Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 54465-1 DT090216 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 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 09/02/2016 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 g (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture o o /o Compaction p Comments 3 ( ) 1 Curb north east of bidg 30 feet 0-1 12.00 19322 110.0 11.0 98 A 2 Curb north entrance east side i 0-1 12.00 19322 111.0 11.4 99 A 3 Curb north entrance west side 0-1 12.00 19322 111.7 12.2 99 A 4 Curb north entrance west side 30 feet from the 0-11 12.00 19322 112.0 10.0 100 A street (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 1 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 UES Project No: 0310.1600172.0000 UES Report No: 03G1-54466 On -Site Time (hrs): 0.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 1.50 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,13ort St. Lucie, St. Lucie County, FL Date of Activity: 9/6/16 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. i UNI"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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL S, 8630 S. US Highway 1,Port Date of Activity: Friday, September 9, 2016 Technician: Cliff Cherrnay nah Club -3 Project No: 0310.1600172.0000 UES Report No: 54529 ARD2 090916 On -Site Time (hrs): 1.75 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 2.25 Lucie, St. Lucie County, FL As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the South side of canopy, West entrance. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for South side of canopy. 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 West entrance. 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 IV'= RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environme,ntal Sciences Geophysical Services • Construction Materials Testing i Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 lace Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savanna 8630 S. US Highway 1, Port St. Area Tested: South side of canopy Type of Test: Field: ASTM D-6938 Nuclear C Lab: ASTM D-1557 �� S Project No: 0310.1600172.0000 UES Report No: 54529-1 DT 090916 Club ucie, St. Lucie County, FL Method Date of Test: 09/09/2016 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) I Depth (IN) Proctor (2) Field Dry Density ( PCF) Field Moisture % % Compaction Comments (3) 1 South east corner of canopy 021 12.00 19322 110.0 12.4 98 A 2 South side of canopy 0-1[1 12.00 19322 112.0 11.0 100 A 3 South west comer of canopy 021 12.00 19322 111.0 13.0 99 A 4 West of canopy near south end 0-1 12.00 19322 112.4 11.7 100 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements I This test was performed without deviation from ASTM procedures. i This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVRSA 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 1:S Project No: 0310.1600172.0000 UES Report No: 54529-2 DT 090916 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 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 09/09/2016 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 Ran ge Depth Proctor Density Field Moisture % Comments # Location of Test (IN) (IN) (2) (PCF) ,�o Compaction (3) 5 West entrance 12 to 18 6.00 1000 127.0 8.5 99 A 6 West entrance 6 to 12 6.00 1000 126.0 9.0 98 A 7 West entrance 0 to 6 I 6.00 1000 125.5 9.6 98 A (1) Ref. Datum: 0 = Bottom of Base Course (2) Proctor Maximum Optimum # Dry Moisture Density Content 1000 128.0 9.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. i This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNI"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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Sc, 8630 S. US Highway 1, F Date of Activity: Saturday, September 10, Technician: - Cliff Cherrnay rd l via Project No: 0310.1600172.0000 UES Report No: 54584 ARC3 091016 On -Site Time (hrs): 5.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.50 Total Time (hrs): 6.50 lnah Club St. Lucie, St. Lucie County, FL 16 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of concrete testing for the Driveway. 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 were 2 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. UNIVERSAL N I V E R S A L 00 Project No: 54584 1 CT 0 1016 Report No.: 54584-1 CT 091016 22 ENGINEERING SCIENCES WorkorderNo.: 54584 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Lab No.: Date 1st Issue: Building Code Administration, Compliance Ins ction & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0804 • F: 321.638.0978 DateFinal Issue: 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 Structural Element: Slab on Grade Sample Location: Driveway - Sampled at Driveway west side of hydrant Set #: 1 of 3 total sets General Information Sample From Concrete yGeneral Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 132 Ticket Number: 866194 Mix Design: 3500000 Admixture: NIA Specified Strength /Sampling Times Sample By: Cliff Chermay On 09/10/2016 Specified iStrength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days . Water Added at Site NIA I Time Batched: 5:37 AM I Time Sampled: 7:00 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 40 cu yds. Total Placement for the 101 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 84 T Concrete Temp: 85 T 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)I (in) Area (in =) Load (Ibs) Strength (psi) (psi) 1 09/17/2016 7 4 4.02 4.041 4.03 12.76 36,382 2,850 - 2 10/08/2016 28 - - - - - - - - 3 10/08/2016 110/08/2016128 28 1 - 1 - - - - - - - 4 1 - I - I- - - - - 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 samplers 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 PAP 00 U N I V E R S A L Project No: 54584 2 CT 0 1016 Report No.: 54584-2 CT 091016 ENGINEERING SCIENCES WorkorderNo.: 54584 Consultants In: Geotechnical Engineering -.Environmental Sciences Lab No.: Geophysical Services • Materials Testing • 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 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: Driveway- Sampled at Under south west comer of canopy Set #: 2 of 3 total sets- Sample From Concrete Truck Sample By: Cliff Chermay On 09/10/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Truck Number: 131 Ticket Number: 866199 Mix Design: 350000 Admixture: N/A Strength /Sampling Times SpecifiedlStrength 4000 psi @ 28 days Mix Design'Strength 4000 psi @ 28 days Water Added at Site N/A Time i Batched: 6:54 AM Time Sampled: 8:10 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 80 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient Temp: 85 °F I Concrete Temp: 86 OF I 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)I (in) Area (in x) Load (Ibs) Strength (psi) (psi) 1 09/17/2016 7 5 4.01 4.071 4.04 12.82 38,994 3,040 - 2 10/08/2016 28 - - - - - - - - 3 10/08/2016 28 1 - 1 - - - - - - - 4 10/08/2016 28 1 - I - - - - - - 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, IC403 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 ® ri UNIVERSAL 00 Project No: 54584 3 CT 0 1016 Report No.: 54584-3 CT 091016 ENGINEERING SCIENCES WorkorderNo.: 54584 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Lab No.: Date 1st Issue: Building Code Administration, Compliance Inspection & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.08081 • F: 321.638.0978 DateFinal Issue: Compressive Strength of 4" x 8" Cylil der 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 Structural Element: Slab on Grade Sample Location: Driveway- Sampled at South side of canopy Set #: 3 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09/10/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: Maschmeyer Truck Number: 132 Ticket Number: 866208 Mix Design: 350000 Admixture: N/A Specified Strength 4000 psi @ 28 days Mix DesignStrength 4000 psi @ 28 days Water Added at Site N/A I Time Batched: 8:03 AM I Time Sampled: 9:00 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 110 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient TIemp: 86 °F I Concrete Temp: 877 OF I 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)I (in) Area (in 2) Load (lbs) Strength (psi) (psi) 1 09/17/2016 7 4 4.07 4.041 4.06 12.95 37,898 2,930 - 2 10/08/2016 28 - - - j - -- 3 10/08/2016 28 1 - 1 - - - - - - - 4 10/08/2016 28 1 - I - - - - - - 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 UNIVV.RSAL 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 3 Project No: 0310.1600172.0000 UES Report No: 54668 ARD1 091316 On -Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 2.00 Total Time (hrs): 3.25 Activity Record 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: Tuesday, September 13, 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 Side walk north side of bldg. i While on site, the technician observed the general condition of the areas to be tested and performed 8 density test(s) for Side walk north side of bldg. 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 writtI n approval of Universal Engineering Sciences. UNIVir.ASAL 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 Report No: 54668-1 DT 091316 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: Side walk north side of bldg. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 09/13/2016 Lab: ASTM D-1557 Technician: Francois Philippe Requirements: 98% of Proctor maximum dry densityi 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 R nge FT (i ) Depth (IN) Proctor 2 () Field Dry Density (PCF) Field Moisture % % Compaction om p Comments 3 ( ) 1 25'W of N main entrance 0 to 1 12.00 19322 109.9 10.0 98 A 2 100'W of N main entrance 0 to 1 12.00 19322 110.0 11.6 98 A 3 175'W of N main entrance 0 to 1 12.00 19322 109.9 8.4 98 A 4 225'W of N main entrance 0 to 1 12.00 19322 109.8 8.8 98 A 5 20'E of N main entrance 0 to 1 12.00 19322 109.8 12.4 98 A 6 120'E of N main entrance 0 to 1 12.00 19322 109.7 8.7 98 A 7 180'E of N main entrance 0 to 1 12.00 19322 109.8 10.8 98 A 8 200'E of N main entrance 0 to 1 12.00 19322 109.8 8.8 98 A (1) Ref. Datum (2) 0 = Top of Native Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. i This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL i 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 u,-j Project No: 0310.1600172.0000 UES Report No: 54731 ARD1 091216 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 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: Monday, September 12, 201i6 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. Technician also picked up 3 sets of cylinders. This test(s) was performed without deviation from ASTM procedu This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIV'i�RSAL __":S Project No: 0310.1600172.0000 ENGINEERING SCIENCES LIES Report No: 54731-1 DT091216 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing L, 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 I 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 Gage Method Date of Test: 09/12/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay I 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 ( i) Depth (IN) Proctor 2 () Field Dry Density (PCF) Field Moisture % % Compaction P action Comments 3 ( ) 1 Tested parking lot near S/E corner of canopy 0-11 12.00 19322 112.0 12.0 100 A 2 50 feet west of front entrance 0-1 12.00 19322 110.5 11.2 98 A 3 West of north end of bldg. 0-1 12.00 19322 111.6 10.5 99 A 4 25 feet west of dumpster pad 0-1i 12.00 19322 112.5 11.4 100 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content i 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL i 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Sava 8630 S. US Highway 1,Port Date of Activity: 9/15/16 Technician: Cliff Cherrnay UES Project No: 0310.1600172.0000 UES Report No: 03GI-54735 On -Site Time (hrs): 0.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 1.50 ah Club , Lucie, St. Lucie County, FL As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up 3 sets of cylinders. I i z � UNIVERSAL LOCATIONS: • Atlanta •. Daytona Beach SCANNED - Fort Myers ENGINEERING SCIENCES Pierce BY . • Gainesville Gainesville Consultants In: Geotechnical Engineering • Environmental Scien p�®un � J }�� Jacksonville Geophysical Services • Construction Materials Testing • Thresho � �7 Kissimmee Building Inspection • Plan Review • Building Code Administration • Leesburg • Miami • Ocala • Orlando (Headquarters) Project No.: 0310.1600172.0000 • Palm Coast Panama City • Pensacola Date Typed: October 19, 2016 Rockledge • Sarasota • Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet FE� 0VL Client: Mulligan Constructors D 3601 Vineland Road, Suite 14 0 Orlando, FL 32811 OCT Z 4 fjEC'0 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: 64748 CT1, 54748'CT2. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. � 7 x i T ex ld• `r. 4 Reviewed By: Universal Engineering Sdienc , Ipp. Certificate of Authori7at► 549 (Richard E. Hoag lin, ,P:t. ,STATE OF FLORIG 1Licensed Professional'EffoOpeer No. 48796 I scarlson@mulliganconstructors.com; cicioiCastlucieco.ora 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.UniveisalEn2ineerinp.com UNIVER.1SAL 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 I Project No: 0310.1600172.0000 Report No.: 54748-1 CT 091616 Workorder No.: 54748 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 1,13ort St. Lucie, St. Lucie iCounty, FL structural Element: Sidewalk Sample Location: Sidewalk- Sampled at Sidewalk south side of front entrance. Set #: 1 of 2 total sets Sample From Concrete Tlruck Sample By: Cliff Chermay On 09/16/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Supplier: M_aschmeyer Truck Number: 175 Ticket Number: 453653 Mix Design: 35000 Admixture: N/A Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A I Time Batched: 6:07 AM I Time Sampled: 7:30 AM i Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 30 cu yds. Total Placement for the 70 cu yds. Day: Air Content: Slump: 6.00 inches Ambient Temp: 85 °F I 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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/23/2016 7 4 4.04 4.051 4.05 12.88 36,817 2,860 - 2 10/14/2016 28 4 4.03 4.041 4.04 12.82 51,116 3,988 - 3 110/14/20161 28 1 4 1 4.07 1 4.011 1 4.04 1 12.82 1 53,004 1 4,135 1 - 4 110/14/20161 28 1 4 1 4.02 1 4.051 1 4.04 1 12.82 1 50,295 1 3,923 1 4,020 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, 6403 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 H IQ R 1 n 0000 lJ N I V E R S A L Project No: 54748 2 CT 0 1616 Report No.: 54748-2 CT 091616 ENGINEERING SCIENCES WorkorderNo.: 54748 Consultants In: Geotechnical Engineering • Environmental Sciences Lab No.: Geophysical Services • Materials Testing • Threshold Inspection Date 1st Issue: 22 Building Code Administration, Compliance Inspection & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0806 - F: 321.638.0978 DateFinal Issue: Compressive Strength of 4" x 8" Cylinder Test Specimens (IASTM 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 tructural Element: Sidewalk Sample Location: Sidewalk- Sampled at 50 feet west of N/W comer of bldg. Set #: 2 of 2 total sets General Information Sample From Concrete General Contractor Mulligan Supplier: Maschmeyer Truck Number: 168 Ticket Number: 453655 Mix Design: 3500 Reg Admixture: N/A Specified Strength /Sampling Times Sample By: Cliff Chermay On 09/16/2016 Specified (Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A Time Batched: 6:52 AM Time Sampled: 9:52 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 60 cu yds. Total Placement for the 77 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 86 °F Concrete Temp: 93 °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) I (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/23/2016 7 4 4.03 4.021 4.03 12.76 30,155 2,360 - 2 10/14/2016 28 4 4.05 4.061 4.06 12.95 48,110 3,716 - 3 110/14/20161 28 1 4 1 4.07 1 4.041 1 4.06 1 12.95 1 49,801 1 3,847 1- 4 110/14/20161 28 1 4 1 4.05 1 4.041 1 4.05 1 12.88 1 46,347 1 3,598 1 3,720 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 E � r] rl Project No:: Date Typed: Client: Project: UN ENGI Consultants In Geophysical S Building Insoe V IVE RSAL I EERING SCIENCES Geotechnical Engineering • Environmental Sciences ervices • Construction Materials Testing • Threshold Inspection ction • Plan Review • Building Code Administration 0310.1600172.0000 November 7, 2016 I Field and Laboratory Report Transmittal Sheet LOCATIONS: • Atlanta • Daytona Beach • Fort Myers • Fort Pierce • Gainesville Jacksonville • Kissimmee • Leesburg • Miami • Ocala Orlando (Headquarters) • Palm Coast • Panama City • Pensacola • Rockledge Sarasota • Tampa West Palm Beach Mulligan Constructors 3601 Vineland Road, Suite 14 F�m'l L E C Orlando, FL 32811 0'PY 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 reports are numbered as follows: 64892 for your immediate needs. If you have undersigned. Nov 1 0 RWD 0 ' yo � ,- o 00 ;ts are summarized on the attached sheets. The 1, 56082 CT1. We trust this information is sufficient y questions, please do not hesitate to contact the Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorization,No. 549 ichard E. Hoaglin;, P: :; I ► f� G STATE OF FLORIDA-; , = Licensed Professional engineer No. 48796- scarlson@mulliganconstructors.com; cicioiastlucieco.org 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.UniversalEnaineeriniz.com General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 159 Ticket Number: 866639 Mix Design: 3500Reg Admixture: N/A _ Project No: 0310.1600172.0000 UNIVERSAL Report No.: 54892-1 CT 092216 E N G 1 N E E R 1 N G S C 1 E N C E S Workorder No.: 54892 Consultants In: Geotechnical Engineering • Environmental Sciences Lab No.: Geophysical Services • Materials Testing • Threshold Inspection Date 1st Issue: Building Code Administration, Compliance Insillection & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.0808 • F: 321.638.0978 DateFinal Issue: Compr Issive 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 tructural Element: Slab on Grade Sample Location: Driveway entrance north - Sampled at 40 feet from street at north entrance. Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09/22/2016 General Information Specified Strength /Sampling Times Placement Information Specified Itrength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A I Time Batched: 5:27 AM I Time Sampled: 6:50 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 50 cu yds. Day: Air Content: N/A Slump: 6.00 inches I Ambient Temp: 82'F I Concrete Temp: 87 OF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test J Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)I (in) Area (Ih2) Load (Ibs) Strength (psi) (psi) 1 09/29/2016 7 4 4.03 4.04� 4.04 12.82 46,413 3,620 - 2 10/20/2016 28 4 4.06 4.041 4.05 12.88 64,089 4,975 - 3 10/20/2016 28 4 4.01 4.041 4.03 12.76 68,322 5,356 - 4 10/20/2016 28 5 4.07 4.02 4.05 12.88 66,476 5,160 �-5'160 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, C12311 C42, C157, C192, IC403 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 UNIVERSAL 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: 321.638.0808I - 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 Structural Element: Slab on Grade Sample Location: North entrance - Sampled at North entrance next to street west end Set #: 1 of 1 total sets General Information Sample From Concrete General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 183 Ticket Number: 2412483 Mix Design: 350000Reg Admixture: N/A % Project No: 0310.1600172.0000 Report No.: 55082-1 CT 092916 Workorder No.: 55082 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Sample By: CliffChermay On 09/29/2016 Specified Strength /Sampling Times I Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site NIA I Time Batched: 8:23 AM Time Sampled: 10:07 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 30 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 85 °F I Concrete Temp: 87 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 (in2) Load (Ibs) Strength (psi) (psi) 1 10/06/2016 7 5 4.03 4.051 4.04 12.82 33,045 2,580 - 2 10/27/2016 28 4 4.05 4.06 4.06 12.95 46,547 3,595 - 3 10/27/20161 28 1 4 1 4.07 4.001 4.04 1 12.82 45,915 3,582 - 4 10/27/20161 28 1 4 1 4.04 4.071 1 4.06 1 12.95 1 48,095 1 3,715 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 r UNIVE ENGINEERIN Consultants In: Geotechnical Eng Geophysical Services • Construct Building Inspection • Plan Review Project No.: 0310.1600172.0000 Date Typed: October 31, 2016 Field and La LO CATIONS: R S A L • Atlanta ■ Daytona Beach G SCIENCES • Fort Myers • Fort Pierce in ering • Environmental Sciences Gainesville io 1 Materials Testin Thhold Ins ection g •resp • Jacksonville Kissimmee • Building Code Administration • Leesburg • Miami • Ocala • Orlando (Headquarters) • Palm Coast ■ Panama City • Pensacola ■ Rockledge ■ Sarasota • Tampa • West Palm Beach . tory Report Transmittal Sheet Client: Mulligan Constructors 3601 Vineland Road, Suite 14 ff 12 Y Orlando, FL 32811 OmILE CA6"4kP Project: Racetrac #1136� - PSL Savannah Club 8630 S. US Highway 1 Port St. Lucie, It. 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 right of way results of the obse sheets. We trust this information is questions, please do not hesitate to co ms and/or tests are summarized on the attached ;lent for your immediate needs. If you have any the undersigned. Reviewed By: Universal Engineering,Sciences,; Inc. Certificate of Authorization No.' 549 Richard E. Hoagl-(I, STATE OF FLORIDA 1 f.Q 13/ Licensed Professional engineer No..48796 scarison@mulliaanconstructors.com: cicioj(astlucieco.org 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.Uni.versalEngineering.com UNIVt.RsAL i ENGINEERING SCIENICES 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Si 8630 S. US Highway 1,Port Date of Activity: Tuesday, August 23, 2016 Technician: Cliff Cherrnay nah Club •S Project No: 031011600172.0000 UES 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 Lucie, St. Lucie County, FL 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. i 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 wnt en approval of Universal Engineering Sciences. i UNIVRSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environml2ntal 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: 0310.1600172.0000 UES ReportNo: 53881-1 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: West entrance turning lane Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Cherrnay Date of Test: 08/23/2016 Requirements: 98% of Proctor maximum dry density! These tests apply to the fill and/or surilcial soil conditions only and do not address the condition of the underlying soils below the tested depths. Field Dry Test R I nge Depth Proctor Density Field Moisture % Comments # Location of Test (FT) (IN) (2) (PCF) o Compaction p (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 011 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 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i U N I V- R S A L ENGINEERING SCIEN6ES 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savarim 8630 S. US Highway 1,Port St. Area Tested: Fire hydrant line Type of Test: Field: ASTM D-6938 Nuclear I Lab: ASTM D-1557 Technician: Cliff Cherrnay JE5 Project No: 0310.1600172.0000 1---/ LIES Report No: 53881-2 DT 082316 1 Club Icie, St. Lucie County, FL uge Method Date of Test: 08/23/2016 I Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Field Dry Test Range Depth Proctor Density Field Moisture % Comments # Location of Test (FT) (IN) (2) (PCF) % Compaction (3) 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 i 2 3 12.00 19706 103.2 12.4 99 A (1) Ref. Datum: 0 = Top of Pipe (2) Proctor Maximum Optimum 1 # Dry Moisture Density Content 19706 104.5 13.0 (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 i This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i I I UNivc.�RsAL i ENGINEERING SCIENCES • Consultants In; Geotechnical Engineering • Environmental Sciences Geophysical Services v Construction Materials Testing r Threshold Inspection Building Inspection • Plan Review • Building Code Ad inistration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savanna 8630 S. US Highway 1, Port St. Area Tested: Water Svc tap Type of Test: Field: ASTM D-6938 Nuclear i Lab: ASTM D-1557 Technician: Cliff Cherrnay a S Project No: 0310.1600172.0000 UES Report No: 53881-3 DT 082316 Club icie, St. Lucie County, FL Method Date of Test: 08/23/2016 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 R Inge Depth Proctor Density Field Moisture % Comments # Location of Test (FT) (IN) (2) (PCF) Compaction (3) 6 Water taps 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 (2) 0 = Top of Pipe Proctor Maximum Optimum # Dry Moisture Density Content 19706 104.5 13.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i UNIVR _,5 Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 53928 ARD2 082516 Consultants In: Geotechnical Engineering - Environm ntal Sciences Geophysical Services - Construction Materials Testing Threshold Inspection On -Site Time (hrs): 2.75 Building Inspection - Plan Review - Building Code Ad ninistration Lab Time (hrs): 0.00 820 Brevard Avenue - Rockledge, FL • 32955 Travel Time (hrs): 1.75 321.638.0808 Fax: 321.638.0978 Total Time (hrs): 4.50 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: 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 thel 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 orla copy was left for their records. This test(s) was performed without deviation from =nI This report shall not be reproduced, except in full, approval of Universal Engineering Sciences. r �L A UNIV--a ■ ti7'�7 GINEERI % SCIE 6ES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing Threshold Inspection Building Inspection -Plan Review • Building Code Ad inistration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 "ES Project No: UES Report No: 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 0310.1600172.0000 53928-1 DT 082616 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 Ra� (FT) nge Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture 'fin % Compaction 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 0I 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. UNIV'=�:RsAL i ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing I- Threshold Inspection Building Inspection -Plan Review -Building Code Ad inistration 820 Brevard Avenue - kockledge, FL • 32955 321,638.0808 Fax:321.638.0978 In -Place D Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah 8630 S. US Highway 1,Port St. L Area Tested: Base course C)S Project No: UES Report No: Club Icie, St. Lucie County, FL Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1567 Technician: Cliff Cherrnay 0310.1600172.0000 53928-2 DT 082516 Date of Test: 08/25/2016 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 0 Location of Test Range (IN) Depth (IN) Proctor (2) Field Dry Density (PCF) Fieldisture Moisture o % Compaction Comments (3) 6 Base course west entrance south test 016 6.00 19322 97.8 22.0 76 BID 7 Base course west entrance middle section 0+6 6.00 19322 99.5 21.0 78 BID 8 Base course west entrance north test 0+6 6.00 19322 95.5 23.0 75 BID 9 Base course curb at north end south test 0 i 6 6.00 19322 101.4 19.0 79 BID 10 Base course curb at north end north test 0+6 I 6.00 19322 101.1 21.6 79 BID (1) Ref. Datum: 0 = Bottom of Base Course (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 128.0 9.5 ' I (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. I LOW TEST RESULTS UNIAiKb A L i ENGINEERING SCIEN61 ES 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 321.639.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Sava 8630 S. US Highway 1,Port Date of Activity: Monday, August 29, 2016 Technician: Cliff Cherrnay ,S Project No: 0310.1600172.0000 UES Report No: 54018 ARD1 082916 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time ,(hrs): 2.00 ,h Club Lucie, St. Lucie County, FL As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Base course. While on site, the technician observed the general condition of the areas to be tested and performed 4 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 meet the project compaction requirements of 98% of the maximum dry density per ASTM D-1557. The Contractor was notified of the test results orj 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. I 3 UNIV'1�RSAL i ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing) • Threshold Inspection Building Inspection • Plan Review • Building Code Adinistration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savarim 8630 S. US Highway 1,Port St. Area Tested: Base course ,ES Project No: 0310.1600172.0000 UES Report No: 54018-1 DT 082916 Club icie, St. Lucie County, FL Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Cherrnay Date of Test: 08/29/2016 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 Moisture o % Compaction Comments (3 ) 1 Retest of Test Area # 6 & 7 WO 53926-2 0+6 6.00 1000 126.0 10.5 98 A 2 Retest of Test Area # 8,9,10 WO 53926-2 0 6 6.00 1000 125.0 11.0 98 A 3 West entrance north test 6 I12 6.00 1000 126.6 11.5 99 A 4 West entrance south test 6+12 6.00 1000 126.6 11.2 99 A (1) Ref. Datum: 0 = Top of Base Course (2) Proctor Maximum Optimum # Dry Moisture Density Content 1000 128.0 9.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UIVNIJE R. -ENGINEEING �C Consultants W GeotechnicaRl"Engineering - $ En Geophysical Services • Materials Testing Building Code Administration, Compliance Ins; 820 Brevard Avenue, Rockledge, FL 32965 • P: 321.638.0801, r- Project No: 0310.1600172.0000 AL• Report No.: 54177-1 CT 090116 E N C E Workorder No.: 54177 imental Sciences Lab NO.: ;hold Inspection Date 1st Issue: on & Plan Review Date 2nd Issue: - F: 321.638.0978 DateFinal Issue: 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 1,13ort St. Lucie, St. LucielCounl Structural Element Curb Sample Location: Curbs - Sampled at Curbs at west entrance Set #: 1 of 1 total sets Sample From Concrete Truck General Information General Contractor Mulligan Supplier: Super Mix Truck Number. 6561 Ticket Number: 1279545 Mix Design: 5252 Admixture: WA FL Sample By: Cliff Cherrnay On 09/01/2016 v ^_ Specified Strength /Sampling Times Placement Information Specified Strength 4000 psi @ 28 days Truck Load: 10 cu yds. Mix Designstrength 4000 psi @ 28 days Cumulative Quantity: 10 cu yds. Water Added at Site N/A Total Placement for the 10 cu yds. Day: Time Batched: 11:58 AM Time Sampled: 12:30 PM Weather Condition Partly Cloudy Field Test Results Air Content: N/A Slump: 5.00 inches Ambient) Temp: 90 °F I Concrete T.enlp: 88 °F I 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 (in 2) Load (Ibs) Strength (psi) (psi) 1 09/08/2016 7 5 4.00 4.04, 4.02 12.69 36,711 2,890- - 2 09/29/2016. 28 4 4.06 4.02 4.04 12.82 56,060 4,373 - 3 09/29/2016 28 4. 4.03 4.07 4.05 12.88 52,817 4,100 -. 4 09/29/2016 28. 4- 4:04 4.05 4.05 12.88 56,903 4,417 4,300 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, C194�, 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 HIH UN1Vt.RsAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction MaterialsTesting- Threshold Inspection Building Inspection - Plan Review - Building Code Administration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Sc, 8630 S. US Highway 1,13ort Date of Activity: Friday, September 2, 2016 Technician: Cliff Chermay nah Club •S Project No: 0310.1600172.0000 UES ReportNo: 54465 ARC1 D1 090216 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 Lucie, St. Lucie County, FL As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthworks testing for the curbs. While on site, the technician observed the general condition of the areas to be tested and performed 4 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. 1 Technician also picked up 1 set of 4 - 4 x 8 specimen(s) cast by client for compressive strength testing The Contractor was notified of the test results orla 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. UNIVQ5 ASAL ENGINEERING SCIENCES Consultants In; Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction NlaterialsTesting I• 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 \_f UES Report No: 54465-1 DT 090216 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 Lab: ASTM D-1557 Technician: Cliff Cherrnay Date of Test: 09/02/2016 Requirements: 98% of Proctor maximum dry densityi 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 p Comments 3 ( ) 1 Curb north east of bldg 30 feet oil 12.00 19322 110.0 11.0 98 A 2 Curb north entrance east side 0' 11 12.00 19322 111.0 11.4 99 A 3 Curb north entrance west side 0-1 12.00 19322 111.7 12.2 99 A 4 Curb north entrance west side 30 feet from the 0-1 12.00 - 19322 112.0 10.0 100 A street (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i U "."IJ E ;R - - i ENGIN�EERLNG S`C Consultants tno-Geotechnical Engineering - Ern Geophysical Services • Materials Testing • TI Building Code Administration, Compliance Insp 820 Brevard Avenue, Rockledge, FL 32956 • P: 321.638.080 Compre 4" x 8" Cvl 1. 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. Luc Structural Element: Curb Sample Location: Curbs - Sampled at Curbs near north entrance Set#: 1 of 1 total sets Sample From Concrete General Information General Contractor Mulligan Supplier: Super Mix Truck Number: - Ticket Number: Mix Design: - Admixture: - 3A L IEtNCES, onmental'Sclences eshold Inspection -don & Plan Review • F: 321.638.0978 give Strength of der Test Specimens ,STM C-39) , FL % Project No: 0310.1600172.0000 Report No.: 54465-1 CT 090216 Workorder No.: 54465 Lab No.: Date list Issue: Date 2nd Issue: DateFinal Issue: Sample By: client Cast On 09/02/2016 Specified Strength /Sampling Times Specifiedl Strength 3000 psi @ 28 days Mix DesignStrength 3000 psi @ 28 days Water Added at Site N/A Tlme Batched: - I Time Sampled: - Weather Condition - Field Test Results Placement Information Truck Load: - Cumulative Quantity: - Total Placement for the - Day: Air Content: N/A Slump: - AmbientiTem : - I Concrete Temp: - 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 (in') Load (lbs) Strength (psi) (psi) 1 09/09/2016 7 4 4.04 4.01 4.03 12.76 29,762 2,330 - 2 09/30/2016 28 4 4.03 4.04 4.04 12.82 45,116 3,519 - 3 09/30/2016 28 4 4.02 4.01 4.02 12.69 49,309 3,885 - 4 09130/2016,1 28 1 5 4.07 1 4.05 1 4.06 1. 12.95 47,005 3,631 3,680 This -forth conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31,'C13.8, 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 i UNIVkRSAIL Project No: 0310.1600172.0000 ENGINEERING S C 1 E N C ES uES Report No: 54529 ARD2 090916 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection On -Site Time (hrs): 1.75 Building Inspection - Plan Review - Building Code Ad inistration Lab Time (hrs): 0.00 820 Brevard Avenue - Rockledge, FL - 32955 Travel Time (hrs): 0.50 321.638.0808 Fax: 321.638.0978 Total Time (hrs): 2.25 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: Friday, September 9, 2016 Technician: Cliff Chermaiy As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the South side of canopy, West entrance. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for South side of canopy. 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. j While on site, the technician observed the general condition of the areas to be tested and performed 3 density test(s) for West entrance. 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 writ den approval of Universal Engineering Sciences. i U 11111/').- :RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering . Environmental Sciences Geophysical Services • Construction Materials Testing I Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue - Rockledge, FL - 32955 32t.638.0808 Fax:321.638.0978 }S Project No: `_/ UES Report No: 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 Type of Test: Field: ASTM D-6938 Nuclear Gad uge Method Lab: ASTM D-1557 Technician: Cliff Cherrnay 0310.1600172.0000 54529-2 DT 090916 Date of Test: 09/09/2016 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 11ainge Depth Proctor Density Field Moisture % Comments # Location of Test (jp) (IN) (2) (PCF) % Compaction (3) 5 West entrance 12 to 18 6.00 1000 127.0 8.5 99 A 6 West entrance 6 to 12 6.00 1000 126.0 9.0 98 A 7 West entrance 0 to 6 I 6.00 1000 125.5 9.6 98 A (1) Ref. Datum: 0 = Bottom of Base Course (2) Proctor Maximum Optimum 1 # Dry Moisture Density Content 1000 128.0 9.0 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UN1VER I Consultants In: Geotechnical Engineering - Ei Geophysical Services - Materials Testing Building Code Administration, Compliance In! 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.08( 4"x8"C 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 Structural Element: Slab on Grade Sample Location: Driveway - Sampled at Driveway west side of hyd Set #: 1 of 3 total sets Sample From Concrete 7 General Information Specifb General Contractor Mulligan Specmel Supplier: Maschmeyer Concrete Mix Desig Truck Number: 132 Water Adc Ticket Number: 866194 Time Mix Design: 3500000 Time Admixture: WA Weather AL nmental Sciences :hold Inspection ion & Plan Review - F: 321.638.0978 live Strength of er Test Specimens iTM C-39) , FL Strength /Sampling Times Project No: 0310.1600172.0000 Report No.: 54584-1 CT 091016 Workorder No.: 54584 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Sample By: Cliff Chermay On 09/1012016 trength 4000 psi @ 28 days trength 4000 psi @ 28 days I at Site WA itched: 5:37 AM impled: 7:00 AM ndition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 40 cu yds. Total Placement for the 101 cu yds. Day: Air Content: N/A slump: 5.00 inches Ambient lTem : 84 °F Concrete Temp: 85 OF Unit Weight: NIA 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 (In') Load (Ibs) Strength (psi) (psi) 1 09/17/2016 7 4 4.02 4.04 4.03 12.76 36,382 2,850 - 2 10/08/2016. 28 5 4.05 4.00 4:03 12.76 55,811 4,375 - 3 10/08/20161 28 1 5 4.00 1 4.04 1 4.02 1 12.69 58,012 4,571 - 4 10/08/20161 28 1 5 1 4.01 1 4.03 1 4.02 1 12.69 54,398 4,296 4,410 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 i I i UNIV'CRSAL Project No: 0310.1600172.0000 ENGINEERING SCIE1010ES UESReportNo: 54686ARC3D1091416 Consultants In: Geotechnica! Engineering • Environmental sciences Geophysical Services o Construction Materials Testing II- Threshold Inspection On -Site Time (hrs): 6.50 Building Inspection • Plan Review • Building Code Administration Lab Time (hrs): 0.00 820 Brevard Avenue Rockledge, FL Travel Time (hrs): 1.25 32955 Total Time (hrs): 7.75 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 - Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,PortlSt. Lucie, St. Lucie County, FL Date of Activity: Wednesday, September 14, 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 North entrance, testing for the Parking lot. While on site, the technician observed the general condition of the areas to be tested and performed 3 density test(s) for North entrance. 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. I While on site, the technician observed the geneiial 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 orla copy was left for their records. This test(s) was performed without deviation from ASTM 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 o 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 05 Project No: 0310.1600172.0000 UES Report No: 54686-1 DT 091416 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: North entrance Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Cherrnay Date of Test: 09/14/2016 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 9 Location of Test (FT) (IN) (2) (PCF) Compaction (3) 1 20 feet from the street at north entrance. 0-1 12.00 19322 112.0 11.0 100 A 2 50 feet from the street at north entrance. 011 12.00 19322 111.0 11.5 99 A 3 75 feet from the street at north entrance. 0 ;1 12.00 19322 111.5 10.5 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 I (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVQRSAL ENGINEERING SCIEN6ES 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 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savanna 8630 S. US Highway 1,Port St. :5 Project No: 0310.1600172.0000 LIES Report No: 54686-1 DT 091416 Club icie, St. Lucie County, FL Area Tested: North entrance 1 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Cherrnay Date of Test: 09/14/2016 Requirements: 98% of Proctor maximum dry density., These tests apply to the fill and/or surPicial 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 Moi % Comments # Location of Test (FT) (IN) (z) (PCF) �ture Compaction (3) 1 20 feet from the street at north entrance. 0-1 12.00 19322 112.0 11.0 100 A 2 50 feet from the street at north entrance. 0'1 12.00 19322 111.0 11.5 99 A 3 75 feet from the street at north entrance. 0-1 12.00 19322 111.5 10.5 99 A (1) Ref. Datum (2) 0 = Top of Final Grade Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements i This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. i - _ UN 1. E:NG/NE�ERI:NG 'SC Consultants In: Geotechnical Engineering Ens Geophysical. Services • Materials Testing • Tl Building Code Administration, Compliance Insp, 820 Brevard Avenue, Rockledge, FL 32966 - P: 321.638.0808 4" x 8" 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 Structural Element: Sidewalk i Sample Location: Sidewalk - Sampled at Sidewalk south side of froi Set #: 1 of 2 total sets _ Sample From Concrete Truck Sample By: Cliff Chermay On 09/16/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Truck Number: 175 Ticket Number: 453653 Mix Design: 35000 Admixture: N/A Project No: 0310.1600172.0000 AL Report No.: 54748-1 CT 091616 E;NC:ES Workorder No.: 54748 vnenial5ciences Lab NO.: ;hold Inspection Date 1st Issue: on & Plan Review Date 2nd issuer - F: 321.638.0978 DateFinal Issue: Ave Strength of er Test Specimens iTM C-39) inty, FL entrance. Specified Strength /Sampling Times Placement Information Specified Strength 3500 psi @ 28 days Truck Load: 10 cu yds. Mix DesignStrength 3500 psi @ 28 days Cumulative Quantity: 30 cu yds_ Water Added at Site N/A Total Placement for the 70 cu yds. I Day: Time Batched: 6:07 AM Time Sampled: 7:30 AM Weather Condition Partly Cloudy Field Test Results Air Content: Slump: 6.00 inches Ambient Tl em : 85 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in)' (in) Area QW) Load (Ibs) Strength (psi) (psi) 1 09/23/2016 7 4 4.04 4.05, 4.05 12.88 36,817 2,860 - 2 10/14/2016 28 4. 4.03 4.04 4.04 12.82 51,116 31988 - 3 10/14/2016 110/14/2016,1. 28 1 4 4.07 4.011 4.04 12.82 53,004 4,135 — 4 28 1 4 1 4,02 1, 4.05; 4.04 1 12.82 1 50,295 1 31923 1 4,020 This form conforms with ASTM C39, Sampling and testing procedures were performed In general compliance with ASTM C31, C138, C143, C172, C231, C811, C617, C1064, C1231, C42, C157, C192,I 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 I i UiN`1VER ENGINEERIMG "all Consultarits In-- Geotechnical Engineering • Ei Geophysical Services • Materials Testing • Building Code Administration, Compliance In: 820 Brevard Avenue, Rockledge, FL 32955 . P: 321.638.081 4" x 8" Cyl Project No: 0310.1600172.0000 Report No.: 54748-2 CT 091616 E N C E.s Workorder No.: 54748 imenia( Sdences Lab No.: :hold Inspection Date 1st Issue: on & Plan Review Date 2nd Issue: • F: 321.638.0978 DateFinal Issue: live Strength of er Test Specimens ITM 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 Counb Structural Element: Sidewalk ' Sample Location: Sidewalk- Sampled at 50 feet west of NNV comer'iof bldg. FL. Set #: 2 of 2 total sets Sample From Concrete Trluck Sample By: Cliff Chermay On 09/16/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Specified Strength 3500 psi @ 28 days Truck Load: 10 cu yds. Supplier: Maschmeyer Mix DesignStrength 3500 psi @ 28 days Cumulative Quantity: 60 cu yds. Truck Number: 168 Water Added at Site N/A Total Placement for the 77 cu yds. Day: Ticket Number: 453655 Time Batched: 6:52 AM Mix Design: 3500 Reg Time Sampled: 9:52 AM Admixture: WA Weather Condition Partly Cloudy Field Test Results Air Content: NIA Slump: 5.00 inches Ambient Tem : 8s'F Concrete Temp: 93 OF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimon. I Dimen. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/23/2016 7 4 4.03 4.02 4.03 12.76 30,155 2,360 - 2 10/14/2016 28 4 4.05 4.06 4.06 12.95 48,110 3.716 - 3 10/14/2016 28 4 4.67 4.04 4A6 12.95 49,801 3,847 - 4 1,0/14/2016 28 1 4 4.05 1 4.04. 1 4.05 1 12.88 46,347 3;598 k,720 '. 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,I 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 I UIVNI'VERSMAL ENGIN�EER_ING SCIENCES Corisultants Iri: Geoteciinical Eriglneering - Envlronmerital Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code. Administration, Compliance Inspection &Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0804 - 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.: 54818-3 CT 092016 Workorder No.: 54818 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, _F_L _ Structural Element: Slab on Grade ' Sample Location: Driveway- Sampled at 25 feet north of north entrance. Set #: 3 of 4 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 09/20/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan Specified�Strength 3500 psi @ 26 days Truck Load: 10 cu yds. Supplier: Maschmeyer Concrete Mix DesignStrength 3500 psi @ 28 days Cumulative Quantity: 130 cu yds. Truck Number: 180 Water Added at Site N/A Total Placement for the 200 cu yds. ' Day: Ticket Number: 866565 Time Batched: 7:25 AM Mix Design: 35000Reg Time Sampled: 9:06 AM Admixture: N/A Weather Condition Partly Cloudy I Field Test Results Air Content: N/A Slump: 6.00 inches Ambient Tem : 85 °F Concrete Temp: 89 °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. X-Sect: Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/27/2016 7 4 4.07 4.06 4.07 13.01 33,661 2,590 - 2 10/18/2016 28 4 4.05 4.03 4.04 12.82 58,943 4,598 - 3 10/18/2016 28 1 4 4.06 4.01 1 4.04 12.82 53,621 4,183 - 4 '110/18/20161 28 1 4 4.02 4.05 1 4.04 12.82 48,925 3,817 4,200 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 I V N 'I4_1ER ENGINEERING. S11 Consultants (rn Geot6c inicat Eiigineeiing - Ei Geophysical Services - Materials Testing - Building Code Administration, Compliance In; 820 Brevard Avenue, Rockledge, FL 32966 • P: 321.638.081 4"x8" 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 Structural Element: Slab on Grade Sample Location: Driveway- Sampled at 30 feet north east of north Set #: 4 of 4 total sets _ — Sample From Concrete T 0 ihold Inspection on & Plan Review F: 321.638.0978 live Strength of er Test Specimens ITM C-39) , FL-.---- ---- - --- Project No: 0310.1600172.0.000 Report No.: 54818-4 CT 092016 Workorder No.: 54818 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Sample By: Cliff Chermay On 09/20/2016 General Information I Specified Strength /Sampling Times Placement Information General Contractor Mulligan Specified. Strength. 3500 psi @ 28 days Truck Load: 10 cu yds. Supplier: Maschmeyer Concrete Mix DesigoStrength 3500 psi @ 28 days Cumulative Quantity: 160 cu yds. Truck Number: 143 Water Added at Site N/A Total Placement for the 200 cu yds. Day: Ticket Number: 866573 TimalBatched: 8:38 AM Mix Design: 3500Reg Time Sampled; 10:30 AM Admixture: N/A Weather Condition Partly Cloudy Field Test Results Alr Content: N/A Slump: 6.00 inches AmmbientlTe: 86 °F 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 Dimes. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days -Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/27/2016 7 4 4.07 4.07 4.07 13.01 40,354 3,100 - 2 10/18/2016 28 4 4.05 4.06 4.06 12.95 51,261 3,960 - 3 10/18/2016 28 5 4.04 4.07 4.06 12.95 1 49,880 3,853 - 4 '10118/2016 28 5 - ..1 4.01 _ 1 4.06 1. 4.04 1, 12.82 501972 3,976 3,930 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 ofIASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering I 1 0n,EHNEN-OEM UNIVidRSAL -5 Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 54853ARD1092116 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services ^ Construction Materials Testingi• Threshold Inspection On -Site Time (hrs): 1.00 Building Inspection • Plan Review • Building Code Administration Lab Time (hrs): 0.00 820 Brevard Avenue Rockledge, FL Travel Time (hrs): 1.25 32955 Total Time (hrs): 2.25 321.638.0808 Fax:321.638.0978 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, September 21,12016 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 Sidewalks and driveways. While on site, the technician observed the general condition of the areas to be tested and performed 6 . density test(s) for Sidewalks and driveways. 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. i U N I V�` RIS A L 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 r.S Project No: 0310.1600172.0000 UES Report No: 54853 DTI 092116 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: Sidewalks and driveways Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Cliff Cherrnay Date of Test: 09/21 /2016 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 Sidewalk south side of west entrance. oil 12.00 19322 112.0 10.5 100 A 2 Sidewalk north side of west entrance. 0' 1 12.00 19322 111.0 11.4 99 A 3 Sidewalk east side of north entrance oil 12.00 19322 110.8 10.6 98 A 4 Sidewalk west side of north entrance Oil 12.00 19322 111.7 11.7 99 A 5 Driveway 50 feet south of street at north 0 1 12.00 19322 112.2 12.6 100 A entrance east test 1 6 Driveway 50 feet south of street at north oil 12.00 19322 111.5 12.1 99 A entrance west test (I) 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. - _ Con.E�N_GIN�EERI:NSI sultants Inc GeoOechnical,EngineGering;:'• Er _ Geophysical Services Materials Testing -' d Building Coe Administration, Compliance Ins 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.08( Com 4"x8"C Client: Mulligan Constructors J `---' Project No: 0310.1600172,0000 Report No.: 54855-1 CT 092116 Workorder No.: 54855 mental Sciences Lab No.: cold Inspection Date 1st Issue: n & Plan Review Date 2nd Issue: F:321.638.0978 DateFinalIssue: we Strength of Ir Test Specimens rM C-39) 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: Paving Sample Location: Paving North Entrance of bidg - .Sampled at 20'N 15'W SE of bldg Set#; 1 of 1 total sets Sample From Concrete Truck Sample By: Francois Philippe On 09/21/2016 General Information General Contractor Mulligan constructors Supplier: Maschmeyer Truck Number: 407 Ticket Number: 866596 Mix Design: 35000000 Admixture: N/A Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Addled at Site N/A TimeiBatched: 5:02 AM Time Sampled: 6:15 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 : 82 "F I Concrete Temp: 89 OF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Mom, Test Test Date Age Type Of Dimen. 1 Dimen. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) in (') AreaInz ( ) Load Ibs ( ) Strength (psi) (psi) 1 09/28/2016 7 4 4.04 4.05 4.05 12.88 42,909 3,330 - 2 10/19/2016. 28 4 4.05 4.03 4.04 12.82 55,507 4,330 - 3 10/19/2016 28 1, 4.03 4.02 7.4.03 12.76 57,336 4,495 - 4 110/19/20161 28, 1 4 1 4.01 1 4.06 4.04 12.82 60,114 4,689 4,510 This form conforms with ASTM C39, Sampling and testing procedures were performed In general compliance with ASTM•C31, C138, C143, C172, C231, C611, C617, C1064, C1231, C42, C167, C194 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 I01■/01 l i I ;VN_ _I V E �R:S A L ENGINEERING SCIENCES Consultants Ino-Geotechrifcal Engineenng - Envirdnmental Sclences 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 4" x 811 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 Issive Strength of nder Test Specimens ASTM C-39) , FL Project No: 0310.1600172.0000 Report No.: 54892-1 CT 092216 Workorder No.: 54892 Lab No.: Date 1st Issue: Date 2nd Issue- DateFinal Issue: Structural'Element: Slab on Grade i Sample Location: Driveway entrance north - Sampled at 40 feet from street at north entrance. Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Cherrnay On 09122/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 159 Ticket Number. 866639 Mix Design: 3500Reg Admixture: NIA Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Addled at Site N/A Time Batched: 5:27 AM Time Sampled: 6:50 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 50 cu yds. Day: Air Content: N/A Slump: 6.00 inches i Ambient!Tem : 82 "F Concrete Temp: 87 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 (in-) Load (Ibs) Strength (psi) (psi) 1 09/29/2016 7 4 4.03 4.04 4.04 12.82 46,413 3,620 - 2 10/20/2016 '28 4 4.06 4.04 4.05 12.88 64,089 4,975 - 3 10/20/20161 28 1. 4 1 .4. 1 01 4.04 4.03 12.76 68,322 5,356 4 10/20/20161 28 1 5 1 4.07 4.02 4.05 12.88 66,476 5,160 5,160 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 1 or C496 as applies. if an air test was not completed, that deviates from REMARKS C31 procedure. During initial fold 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 litm tun r i UNIVtRSAL 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 Client: Mulligan Constructors 1027 W. Lancaster Road 06 Project No: 0310.1600172.0000 UES Report No: 55011 ARD1 092616 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hm): 1.25 Total Time (hrs): 2.25 Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: Monday, September 26, 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 DRIVEWAY ENTRANCE NORTH. While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for DRIVEWAY ENTRANCE NORTH. 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-1657. 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. UN-1%Ft.R5AL 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 ReportNo: 55011-1 DT 092616 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 ENTRANCE NORTH Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 09/26/2016 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 98% of Proctor maximum dry density. These tests apply to the fill and/or surricial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test Range Depth Proctor Field Dry Density Field Moisture % Comments # Location of Test (FT) (IN) (2) (PCF) Compaction (3) 1 Parking lot entrance north west test 0i-1 12.00 19322 111.1 10.5 99 A 2 Parking lot entrance north east test 07-1 12.00 ; 19322 110.8 11.2 98 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. i Project No: 0310.1600172.0000 Report No.: 55082-1 CT 092916 ENGhNEERIN•GCIEN'CE'S WorkorderNo.: 55082 Corisuote ltantsln: Gechriical Engineering - EKvkonrnental'Sciences Lab. No.: Geophysical.Services - MaterialsTestirig - Threshold Inspection Date 1st Issue: Building Code. Administration, Compliance Inspection & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0806 - F: 321.638.0978 DateFinal Issue: 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 Structural Element: Slab on Grade Sample Location: North entrance - Sampled at North entrance next o street west end Set #: 1 of 1 total sets r Sample From Concrete Truck Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Site N/A Time Batched: 8:23 AM Time Sampled: 10:07 AM Weather Condition Partly Cloudy Field Test Results General Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 183 Ticket Number: 2412483 Mix Resign: 350000Reg Admixture: N/A Sample By: Cliff Chermay On 09/29/2016 1 Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 30 cu yds. Day: Air Content: N/A p: 5.00 inche Slum s AmbientiTem : 85 °F I Concrete Temp: 87 OF Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen.1 DimO. 2 Dimen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in') Load (Ibs) Strength (psi) (psi) 1 10/06/2016 , 7 5 4.03 4.05 4.04 12.82 33,045 2,580 2 10/27/2016 28 4 4.05 4.06 4.06 12.95 46,547 3,595 - 3 10/27/2016 26 4 4.07 4.00 4.04 12.82 45,915 3,582 - 4 10/27/2016 28 4, 4.04 4.07 4.06 12.95 48,095 3,715 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, C1921 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 I I I Ow, M■►E UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration Project No.: 0310.1600172.0000 Date Typed: October 26, 2016 i 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 LOCATIONS: • Atlanta • Daytona Beach • Fort Myers • Fort Pierce • Gainesville • Jacksonville • Kissimmee • Leesburg • Miami Ocala • Orlando (Headquarters) • Palm Coast • Pariama City • Pensacola • Rockledge • Sarasota • Tampa • West Palm Beach 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: 54818 CT1, 64818 CT2, 64818 CT3, 64818 CT4, 64866 CT1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. i H [E f�:� NOV - 3 NECD D do Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorizatiwi No. 549 ichard E. Hoaglin, STATE OF FLORIDA Licensed Professional Engineer lvo. 48796 searlson(ci)mullieanconstructors com; cicioj(a�stlucieco.org 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) 638-08019 Fax (321) www.Univers'alEngineering.com UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Materials Testing - Threshold Inspection Building Code Administration, Compliance Inspeci on & 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 I Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Porl St. Lucie, St. Lucie County, FL structural Element: Slab on Grade Sample Location: Driveway - Sampled at 30 feet east of 4th pump from the north end Project No: 0310.1600172.0000 Report No.: 54818-1 CT 092016 Workorder No.: 54818 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 4 total sets Sample From Concrete Truck I Sample By: Cliff Chermay On 09120/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 131 Ticket Number: 866552 Mix Design: 350000Reg Admixture: N/A specmea strength /sampling Times l Specified Strength 3500 psi @ 28 days Mix DesignStrengtli 3500 psi @ 28 days Water Added at Site', N/A Time Batched: 14:45 AM Time Sampled: I6:00 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 30 cu yds. Total Placement for the 150 cu yds. Day: Air Content: N/A Slump: 5.00 inches I Ambient Temp: 82 °F I Concrete Temp: 87 OF I 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 09/27/2016 7 5 4.03 4.02 4.03 12.76 37,112 2,910 - 2 10/18/2016 28 5 4.01 4.03 4.02 12.69 52,149 4,109 - 3 110/18/20161 28 1 5 1 4.05 1 4.00 1 4.03, 1 12.76 1 55,063 j 4,317 - 4 110/18/20161 28 1 5 1 4.04 1 4.00 1 4.0Z 1 12.69 1 50,998 1 4,018 4,150 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'I 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 UNIVERSAL 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 r� Project No: 0310.1600172.0000 Report No.: 54818-2 CT 092016 Workorder No.: 54818 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade II Sample Location: Driveway- Sampled at Parking space north side of bldg west end Set #: 2 of 4 total sets Sample From Concrete Truck I Sample By: Cliff Chermay On 09/20/2016 General Information General Contractor Mulligan Supplier: M_aschmeyer Truck Number: 408 Ticket Number: 866558 Mix Design: 3500000Reg Admixture: N/A Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix DesignStrength1 3500 psi @ 28 days Water Added at Sitel N/A Time Batched: 16:18 AM Time Sampled: I7:45 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 100 cu yds. Total Placement for the 160 cu yds. Day: Air Content: N/A Slump: 5.00 inches I Ambient Temp: 8l , TF 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 (in') Load (Ibs) Strength (psi) (psi) 1 09/27/2016 7 4 4.05 4.04 4.05 12.88 33,093 2,570 - 2 10/18/2016 28 5 4.06 4.03 4.05, 12.88 55,814 4,333 - 3 10/18/20161 28 1 5 1 4.01 1 4.07 1 4.04! 12.82 48,171 3,758 - 4 10/18/20161 28 1 5 1 4.05 1 4.02 1 4.04' 12.82 1 52,362 1 4,085 1 4,060 This form conforms with ASTM C39, Sampling and testing procedure's 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 dp �- �_1f 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 1027 W. Lancaster Road, Orlando, FL 32819 II Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade II Sample Location: Driveway - Sampled at 25 feet north of north entrance. 1 Project No: 0310.1600172.0000 Report No.: 54818-3 CT 092016 Workorder No.: 54818 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 3 of 4 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09/20/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 180 Ticket Number: 866565 Mix Design: 35000Reg Admixture: N/A Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days 7 Water Added at Sitel N/A Time Batched: 17:25 AM Time Sampled: 9:06 AM Weather Condition (Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 130 cu yds. Total Placement for the 200 cu yds. Day: Air Content: N/A Slump: 6.00 inches I I Ambient Temp: 85 °F I Concrete Temp: 89 °F I 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 (in2) Load (Ibs) Strength (psi) (psi) 1 09/27/2016 7 4 4.07 4.06 4.07 13.01 33,661 2,590 - 2 10/18/2016 28 4 4.05 4.03 4.04 12.82 58,943 4,598 - 3 110/18/20161 28 1 4 1 4.06 4.01 1 4.04, 1 12.82 1 53,621 4,183 - 4 110/18/20161 28 1 4 1 4.02 4.05 1 4.04' 1 12.82 1 48,925 3,817 4,200 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 l l Project N .: 0310.1.0000 UNIVERSAL N'VERSAL Report No.: 54818-4CT 0 CT 092016 ttaENGINEERING SCIENCES workorderNo.: 54818 Consultants In: Geotechnical Engineering - Environmental Sciences Lab No.: Geophysical Services - Materials Testing - 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: 321.633.0978 DateFinal Issue: 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 6630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Driveway - Sampled at 30 feet north east of north entrance Set #: 4 of 4 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09/20/2016 General Information General Contractor Mulligan Supplier: Maschmeyer Concrete Truck Number: 143 Ticket Number: 866573 Mix Design: 3500Reg Admixture: N/A Specified Strength /Sampling Times Specified Strength 3500 psi @ 28 days Mix DesignStrength� 3500 psi @ 28 days Water Added at Sitel N/A Time Batched: it 8:38 AM Time Sampled: I10:30 AM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 160 cu yds. Total Placement for the 200 cu yds. Day: Air Content: N/A Slump: 6.00 inches I Ambient Temp: 86, °F I Concrete Temp: 89 °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. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (11) Area (in') Load (Ibs) Strength (psi) (psi) 1 09/27/2016 7 4 4.07 4.07 4.07 13.01 40,354 3,100 - 2 10/18/2016 28 4 4.05 4.06 4.06, 12.95 51,261 3,960 - 3 10/18/2016 28 5 4.04 107 4.0& 12.95 49,880 3,853 - 4 110/18/20161 28 1 5 4.01 4.06 4.04 12.82 50,972 3,976 3,930 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 UNIVERSAL 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 I 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 I Project: Racetrac #1136 - PSL Savannah Club II 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Structural Element: Paving Sample Location: Paving North Entrance of bldg - Sampled at 20'N 15'W SE of bldg Set #: 1 of 1 total sets Sample From Concrete Truck General Information General Contractor Mulligan constructors Supplier: Maschmeyer Truck Number: 407 Ticket Number: 866596 Mix Design: 35000000 Admixture: N/A Specified Strength /Sampling Times r� Project No: 0310.1600172.0000 Report No.: 54855-1 CT 092116 Workorder No.: 54855 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Sample By: Francois Philippe On 09/21/2016 Specified Strength 3500 psi @ 28 days Mix DesignStrength 3500 psi @ 28 days Water Added at Sitel N/A Time Batched: 15:02 AM Time Sampled: 6:15 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 Tern : 82, IF I Concrete Temp: 89 IF I 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 09/28/2016 7 4 4.04 4.05 4.05 12.68 42,909 3,330 - 2 10/19/2016 28 4 4.05 4.03 4.04 12.62 55,507 4,330 - 3 10/19/2016'1 26 1 4 4.03 4.02 1 4.03 12.76 J 57,336 4,495 - 4 10/19/20161 28 1 4 4.01 4.06 1 4.04 1 12.82 1 60,114 4,689 4,510 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 i UNIVERSAL ENtGt11NEtERINGechnical �eSCIring - nENCtESConsulSciencesal Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review%• Building Code Administration Project No.: 0310.1600172.0000 Date Typed: September 30, 2016 Field and Laboratory Report Transmittal Sheet I Client: Mulligan Constructors 360,-1 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 LOCATIONS: • Atlanta Daytona Beach • Fort Myers • Fort Pierce Gainesville Jacksonville • Kissimmee • Leesburg Miami Ocala • Orlando (Headquarters) • Palm Coast • Panama City • Pensacola Rockledge • Sarasota Tampa • West Palm Beach. X fi43 1� �� � • 0.� Sl 4�.�; n F:i 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: 63902 CTI, 53902 CT2, 54686 ARC3011, 54686 CT1, 54686 CT2, 54686 C# 54686 DTI, 54748 ARC2D1, 54748 CT1, 54748 CT2, 54748 DTI, 64813 ARI, 54853 ARDI, 54853 DTI, 64951 AR1, 65011 ARD1, 55011 DTI. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. OCT t 3 RECE scarlson mull' anconstructors.com; cicio' stlucieco.or Sign & Seal copy to: St Lucie C co j' ty, Attn: Joe Cicio, 2300 Virginia Ave, Room 228, Ft Pierce, FL 34982 Reviewed By: Universal Engineering Sciences, Inc Certificate of Authorization- No•",5-49 'r r (chard E. Hoaglin, P. TATE OF FLORIDA Licensed�professional En Y 9m .Pr No. 48796 820 Brevard Avenue, Rockledge, Florida 32955, 321 www.UnivecsalEtigt. neering:c638-0808 Fax (321) 638-0978 otn UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sdences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 I . F: 321.638.0978 Compressive Strength of 4" x 8" Cylindler Test Specimens (ASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 53902-1 CT 082516 Workorder No.: 53902 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: Driveway - Sampled at North end of canopy Set #: 1 of 2 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 08/25/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan f Specified Strength 4000 psi @ 28 days J , Truck Load: 10 cu yds. Supplier: Super Mix I Mix DesignStrength 4000 psi @ 28 days Cumulative Quantity: 10 cu yds. I Truck Number: 1606 I Water Added at Site N/A I Total Placement for the 30 cu yds. I Day: Ticket Number: 1276287 Time Batched: 6:15 AM Mix Design: 40905 Time Sampled: 6:45 AM Admixture: N/A Weather Condition Partly Cloudy Field Test Results Air Content: N/A Slump: 5.00 inches Ambient Temp: 84, °F Concrete Temp: 86 OF I Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimen. 1 Dimen. 2 DimIen. X-Sect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in=) Load (Ibs) Strength (psi) (psi) 1 09/02/2016 8 5 4.05 4.06 4.06 12.95 58,322 4,510 - 2 09/22/2016 28 4 4.01 4.04 4.03 12.76 78,677 6,168 - 3 09/22/2016 28 4 4.07 4.03 4.05� 12.88 82,034 6,368 - 4 109/22/20161 28 1 4 4.02 1 4.03 1 4.03'i 1 12.76 80,115 6,281 6,270 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 / orIC496 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 `� �•- ram, `, 4. I UNIVERSAL 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 P:321.638.0808 F:321.638.0978 Compressive Strength of 4" x 8" Cylinder Test Specimens (ASTM C-39) 1027 W. Lancaster Road, Orlando, FL 32819 I 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: Driveway - Sampled at Parking spaces to the east of the north end of the canopy Project No: 0310.1600172.0000 Report No.: 53902-2 CT 082516 Workorder No.: 53902 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 2 of 2 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 08125/2016 General Information i Specified Strength /Sampling Times Placement Information General Contractor Mulligan Specified Strength 4000 psi @ 28 days Truck Load: 10 cu yds. ; Supplier: Super Mix Mix DesignStrengthil 4000 psi @ 28 days Cumulative Quantity: 60 cu yds. Truck Number: 4477 } Water Added at Site i, N/A Total Placement for the 70 cu yds. Day. I f f Ticket Number: 1276461 I Time Batched: 9:17 AM Mix Design: 40905 I Time Sampled: I9:55 AM , Admixture: N/A ! Weather Condition (Partly Cloudy Field Test Results Air Content: N/A Slump: 5.00 inches Ambient Temp: 89I*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 (in 2) Load (Ibs) Strength (psi) (psi) 1 09/02/2016 8 5 4.01 4.03 4.02. 12.69 50,149 3,950 - 2 09/22/2016 28 4 4.04 4.02 4.05� 12.76 62,832 4,926 - 3 09/22/20161 28 4 4.06 4.00 4.03 12.76 1 65,111 5,105 - 4 09/22/20161 28 1 4 4.00 4.04 4.02 12.69 1 60,902 4,798 4,940 This form conforms with ASTM C39, Sampling and testing procedure's 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 LQ E-Irril R - r] rl • ITV UNIVERSA' L UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 54686 ARC3D1 091416 Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold Inspection On -Site Time (hrs): 6.50 Building Inspection - Plan Review - Building Code Admin'stration Lab Time (hrs): 0.00 820 Brevard Avenue Rockledge, FL 3295� Travel Time (hrs): 1.25 321.638.0808 Fax:321.638.0978 Total Time (hrs): 7.75 Client: Mulligan Constructors I 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1,Port St. L�I cie, St. Lucie County, FL Date of Activity: Wednesday, September 14, 2016, Technician: Cliff Cherrnay I As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the North entrance, testing for the Parking lot. While on site, the technician observed the general co h� dition of the areas to be tested and performed 3 density test(s) for North entrance. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet thelproject 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. I ti I This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval ofl Universal Engineering Sciences. I UNIVERSAL 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 I F:321.638.0978 Compres live Strength of 4 x 8 Cylinder Test Specimens (ASTM C-39) Client: Mulligan Constructors Project No: 0310.1600172.0000 Report No.: 54686-1 CT 091416 Workorder No.: 54686 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: 1027 W. Lancaster Road, Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club I 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade Sample Location: Parking lot - Sampled at Under S/E corner of canopy Set #: 1 of 3 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09114/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan I I Specified Strength 3500 psi @ 28 days Truck Load: 10 cu yds. Supplier: Maschmeyer j Mix DesignStrengthl 3500 psi @ 28 days Cumulative Quantity: 40 cu yds. Truck Number: 176 ' Water Added at Site I N/A I Total Placement for the 140 cu yds. i � { Day: Ticket Number: 866332 I Time Batched: I5:01 AM 1 Mix Design: 3500 Reg Time Sampled: 5:30 AM Admixture: N/A Weather Condition Partly Cloudy i Field Test Results Air Content: N/A Slump: 5.00 inches I Ambient Temp: 81I*F I Concrete Temp: 85 OF Unit Weight: N/A Results Of Laboratbry 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 09/21 /2016 7 5 4.07 4.01 4.04, 12.82 43,163 3,370 - 2 10/12/2016 28 - - - - - - - - 3 10/12/2016 28 1 - 4 10/12/2016 28 1 - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C136, 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 UNIVERSAL 0000 Project No: 54686 2 CT 0 1416 Report No.: 54686-2 CT 091416 ED ENGINEERING S C IIE LA C E S Workorder No.: 54686 Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing - Threshold Inspection Lab No.: Date 1st Issue: Building Code Administration, Compliance Inspection & Plan Review Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.0808 I F: 321.638.0978 DateFinal Issue: 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 i Structural Element: Slab on Grade l Sample Location: Parking lot - Sampled at East side of southern most pump Set #: 2 of 3 total sets Sample From Concrete Truck Sample By: CliffChermay On 09/14/2016 General Information Specified Strength /Sampling Times Placement Information Specified Strength 3500 psi @ 28 days Mix Design Strength 3500 psi @ 28 days Water Added at Site N/A Time Batched: II5:35 AM Time Sampled: 6:35 AM Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 70 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 5.00 inches Ambient Temp: 811oF 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') Load (Ibs) Strength (psi) (psi) 1 09/21/2016 7 4 4.05 4.05 4.05� 12.88 39,012 3,030 - 2 10/12/2016 28 - - - - 3 1.0/12/2016 28 1 - i- - - 4 10/12/2016 28 1 - I - I - - 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 6496 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 UNIVERSAL t�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 I 1027 W Lancaster Road Orlando FL 32810 Project: Racetrac #1136 - PSL Savannah Club I 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Structural Element: Slab on Grade � Sample Location: Parking lot - Sampled at 40 feet east of front entrance Set #: 3 of 3 total sets Sample From- Concrete Truck Project No: 0310.1600172.0000 Report No.: 54686-3 CT 091416 Workorder No.: 54686 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Sample By: Cliff Cherrnay On 09/14/2016 General Information Specified Strength /Sampling Times FGeneral Contractor Mulligan Specified Strength) 3500 psi @ 28 days Supplier: Maschmeyer Concrete I Mix Design Strength 3500 psi @ 28 days Truck Number: 150 j Water Added at Site IN/A Ticket Number: 866335 III Time Batched: iI7:20 AM Mix Design: 3500 Reg I Time Sampled: 8:10 AM Admixture: N/AWeather Condition Partly Cloudy Field Test Results I Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 110 cu yds. Total Placement for the 140 cu yds. Day: Air Content: N/A Slump: 6.00 inches Ambient Temp: 8211*F I Concrete Temp: 86 °F 7Unit 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 09/21/2016 7 4 4.04 4.03 4.04, 12.82 41,601 3,250 - 2 10/12/2016 28 - - - - 3 10/12/2016 28 1 - I - I - I - 4 10/12/2016 28 1 - I - I - I - 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 I MCI 0 1111 M UNIVmRSAL i ENGINEERING SCIENCES Consultant's In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • T reshold Inspection Building Inspection • Plan Review • Building Code Admini tration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Clul 8630 S. US Highway 1,Port St. Lucie, Area Tested: North entrance UES Project No: 0310.1600172.0000 UES Report No: 54686-1 DT 091416 Lucie County, FL i Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 09/14/2016 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 DensityField Moisture o /o Comments 9 Location of Test (FT) (IN) (2) (PCF) Compaction (3) 1 20 feet from the street at north entrance. 0-1 12.00 19322 112.0 11.0 100 A 2 50 feet from the street at north entrance. 0-1 1�.00 19322 111.0 11.5 99 A 75 feet from the street at north entrance. 0-1 1.00 I 1 19322 1 111.5 10.5 99 A (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 i (3) Comments Key A. Compaction meets min. requirements I B. Compaction does not meet min. requirements I� C. Moisture does not meet requirements D. Recompaction required 11 E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. I This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. � 1 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Adminjstration 820 Brevard Avenue • Rockledge, FL • 32955 I 321.638.0808 Fax:321.638.0978 UES Project No: 0310.1600172.0000 UES Report No: 54748 ARC2D1 091616 On -Site Time (hrs): 5.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 6.25 Activity Record Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 I Project: Racetrac #1136 - PSL Savannah, Club 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Friday, September 16, 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 Sidewalk, testing for the Sidewalk. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Sidewalk. 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 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. There were 2.25 hours of standy 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. UNIVERSAL NdENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspectilon & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 • P: 321.638.0808 J 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.: 54748-1 CT 091616 Workorder No.: 54748 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: Sidewalk Sample Location: Sidewalk- Sampled at Sidewalk south side of front entrance. Set #: 1 of 2 total sets Sample From Concrete Truck Sample By: Cliff Chermay On 09/16/2016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan i Specified Strength) 3500 psi @ 28 days Supplier: Maschmeyer Concrete j Mix DesignStrength 13500 psi @ 28 days Truck Number: 175 i Water Added at Site I N/A Ticket Number: 453653 + Time Batched: 16:07 AM Mix Design: 35000 Time Sampled: 7:30 AM j Admixture: N/A Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 30 cu yds. Total Placement for the 70 cu yds. Day: Air Content: Slump: 6.00 inches I Ambient Temp: 85�i F I 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) (inj Area (in 2) Load (Ibs) Strength (psi) (psi) 1 09/23/2016 7 4 4.04 4.05 4.051 12.88 36,817 2,860 - 2 10/14/2016 28 - - - - - _ _ _ 3 10/14/2016 28 - - - - - i_ _ i_ 4 10/14/2016 28 1 - I - I - I- - I- _ I_ 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 6496 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 UNIVERSAL 0000 Project No: 54748 2 CT 0 1616 Report No.: 54748-2 CT 091616 ENGINEERING SCIENCES WorkorderNo.: 54748 Consultants In: Geotechnical Engineering - Enviro�mental Sciences Lab No.: Geophysical Services - Materials Testing - Threshold Inspection Date 1st Issue: n & Plan Review Building Code Administration, Compliance Inspecti�F: Date 2nd Issue: 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 321.638.0978 DateFinal Issue: Compressilve 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 1,13ort St. Lucie, St. Lucie Count , FL Structural Element: Sidewalk Sample Location: Sidewalk- Sampled at 50 feet west of N/W comer of bldg. Set #: 2 of 2 total sets Sample From Concrete Truck I Sample By: Cliff Chermay On 09/1612016 General Information Specified Strength /Sampling Times Placement Information General Contractor Mulligan I ! Specified Strength 3500 psi @ 28 days Supplier: Maschmeyer Concrete Mix DesignStrength 3500 psi @ 28 days Truck Number: 168 Water Added at Site N/A � I � Ticket Number: 453655 , I Time Batched: 6:52 AM ! Mix Design: 3500 Reg i Time Sampled: 9:52 AM Admixture: N/A I ! Weather Condition Partly Cloudy Field Test Results Truck Load: 10 cu yds. Cumulative Quantity: 60 cu yds. Total Placement for the 77 cu yds. Day: Air Content: N/A Slump: 5.00 inches I I Ambient Temp: 86 1 F I Concrete Temp: 93 IF 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 y Fracture in (�) in (�) (in) Area (in) Load (Ibs) Strength (psi) si (psi) 1 09/23/2016 7 4 4.03 4.02 4.03, 12.76 30,155 2,360 - 2 10/14/2016 28 -- 3 10/14/2016 28 T- - - - - - - - 4 10/14/20161 28 11 - - - - - 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 9H UNIV RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmentil Sciences Geophysical Services - Construction Materials Testing - T reshold Inspection Building Inspection -Plan Review -Building Code Admini tration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Clul 8630 S. US Highway 1,Port St. Lucie, Area Tested: Sidewalk Type of Test: Field: ASTM D-6938 Nuclear Gauge Lab: ASTM D-1557 i I UES Project No: 0310.1600172.0000 UES Report No: 54748-1 DT 091616 Lucie County, FL Date of Test: 09/16/2016 Technician: Cliff Cherrnay I Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test # Location of Test Range 9 (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 East side of bldg 0-1 12.00 19322 111.7 10.5 99 A 2 West side of bldg 0-1 1I .00 19322 112.0 12.2 100 A 3 North side of bldg 0-1 12.00 19322 112.5 11.6 100 A 4 South side of bldg 0-1 12.00 19322 112.1 12.1 100 A (1) Ref. Datum: 0 = Top of Final Grade !, (3) Comments Key (2) I A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements !, D. Recompaction required j E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 UNIVERSA, L tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing) Threshold Inspection Building Inspection • Plan Review • Building Code Ad inistration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 UES Project No: 0310.1600172.0000 UES Report No: 03G1-54813 On -Site Time (hrs): 0.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 1.25 Client: Mulligan Constructors 1 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: 9/19/16 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. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environment I Sciences Geophysical Services - Construction Materials Testing - T reshold Inspection Building Inspection - Plan Review - Building Code Admin'stration 820 Brevard Avenue - Rockledge, FL - 32955 321.63$.0808 Fax:321.638.0978 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah) Club 8630 S. US Highway 1 ,Port St. LJI cie, Date of Activity: Wednesday, September 21, 20161 Technician: Cliff Cherrnay As requested, a Universal Engineering Sciences T site for the purpose of earthwork testing for the Side While on site, the technician observed the general density test(s) for Sidewalks and driveways. All to D-6938 Nuclear Gauge Method and were found to the maximum dry density per ASTM D-1557. The Contractor was notified of the test results or a copy UES Project No: 0310.1600172.0000 UES Report No: 54853 ARD1 092116 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.25 St. Lucie County, FL ician was present at the above referenced project ;s and driveways. ition of the areas to be tested and performed 6 were performed in accordance with the ASTM the project compaction requirements of 98% of left for their records. This test(s) was performed without deviation from ASTM procedure. i This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. I i i I i U N IV- -NRSA L ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmentlal Sciences Geophysical Services • Construction Materials Testing • T�reshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL - 32955 I 321.638.0808 Fax:321.638.0978 n-P UES Project No: 0310.1600172.0000 UES Report No: 54853 DT1 092116 Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PS Savannah Clu 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Area Tested: Sidewalks and driveways Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 09/21/2016 Lab: ASTM D-1557 I I 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 9 ; Location of Test Range (FT) Depth I(IN) Proctor (2) Field Dry Density (PCF) Field Moisture sture % Compaction Comments (3) 1 Sidewalk south side of west entrance. 0-1 2.00 19322 112.0 10.5 100 A 2 Sidewalk north side of west entrance. 0-1 12.00 19322 111.0 11.4 99 A 3 Sidewalk east side of north entrance 0-1 i 112.00 19322 110.8 10.6 98 A 4 Sidewalk west side of north entrance 0-1 12.00 19322 111.7 11.7 99 A 5 Driveway 50 feet south of street at north 0-1 12.00 19322 112.2 12.6 100 A entrance east test I 6 Driveway 50 feet south of street at north 0-1 12�100 19322 111.5 12.1 99 A entrance west test I (1) Ref. Datum: 0 = Top of Final Grade (2) Proctor Maximum Optimum # Dry Moisture Density Content 19322 112.5 9.5 (3) Comments Key A. Compaction meets min. requirements B. Compaction does not meet min. requirements C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL UES Project No: 0310.1600172.0000 ENGINEERING SCIENCES UES Report No: 03GI-54951 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 Ad inistration Travel Time (hrs): 1.25 820 Brevard Avenue • Rockledge, FL • 32955 I Total Time (hrs): 1.50 321.638.0808 Fax:321.638.0978 Activity 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 Date of Activity: 9/24/16 I Technician: Cliff Cherrnay II I As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up 1 set of cylinders. I I UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Admin tration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 UES Project No: 0310.1600172.0000 UES Report No: 55011 ARD1 092616 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.25 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: Monday, September 26, 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 DRIVEWAY ENTRANCE NORTH. I While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for DRIVEWAY ENTRANCE NORTH. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found Ito 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 This test(s) was performed without deviation from ASTM procedure. left for their records. 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 In -Place Density Test Report Client: Mulligan Constructors UES Project No: 0310.1600172.0000 UES ReportNo: 55011-1 DT 092616 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 ENTRANCE NORTH Type of Test: Field: ASTM D-6938 Nuclear Gaugel Method Date of Test: 09/26/2016 Lab: ASTM D-1557 I 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) I (2) (PCF) % Compaction (3) 1 Parking lot entrance north west test 0-1 12.00 19322 111.1 10.5 99 A 2 Parking lot entrance north east test 0-1 12.00 19322 110.8 11.2 98 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.