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Home My WebLink AboutLAB REPORTUNIVERSAL LOCATIONS Atlanta • Daytona Beach ENGINEERING SCIENCES • Pont Myers • Pont Pierce Consultants In: Geotechnical Engineering • Environmental Sciences Gainesville • Geophysical Services -Construction Materials Testing -Threshold Inspection Jacksonville Building Inspection • Plan Review • Building Code Administration Leesburg • Miami Ocala tt{�r'Iy�{� l[[¢�['�t�t,� Orlando(Headquartrs) [J P UOPY' Palm Coast Project No.: 0310.1600172.0000 Panamacity Pensacola Date Typed: July 292016 Rockledge • sarasom Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Mulligan Constructors SC N ELi 3601 Vineland Road, Suite 14 BY St. Lucie Orlando, FL 32811 Couny, 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: 52523 ARC7, 52523 CT1, 62602 ARC1, 62602 CT1, 52689 ARC1, 52689 CT1, 52839 ARI, 52925 ARD1S1, 52925 DTI, Attachment, 52956 ARD7, 52956 DT1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. F;AUG01 6 OECD Reviewed By: Universal Engineering Sciencas, Inc. Certificate of Authorization N.& 549 Ri hard E. Hoa lin, P.E. S ATE OF FLORIDA Licensed Professional EngiiYaqr' No. 48796 11, scarlson@mullieanconstructors.com; cicioiAstlucieco.ore Sign & Seal copy to: St Lucie County, Attn: Joe Cicio, 2300 Virgina Ave, Room 228, Ft Pierce, FL 34982 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Record Client: Mulligan Constructors 3601 Vineland Road, Suite 14 Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club _.�S Project No: 0310.1600172.0000 UES ReportNo: 52523 ARC1 071216 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.50 Total Time (hrs): 2.50 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Date of Activity: Tuesday, July 12, 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 Footing for retaining wall. 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. 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 3601 Vineland Road, Suite 14, Orlando, FL 32811 Project: Racetrac #1136 - PSL Savannah Club 8630 S. US Highway 1, Port St. Lucie, St. Lucie County, FL Structural Element Footing Sample Location: Footing for retaining vtall - Sampled at North end of retaining wall Project No: 0310.1600172.0000 Report No.: 52523-1 CT 071216 Workorder No.: 52523 Lab No.: Date 1st Issue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Chennay On 07/1212016 General Information Specified Strength/Sampling Times Placement Information General Contractor Mulligan Specified Strength 3000 psi @ 28 days Truck Load: 10 cu yds. Supplier: Super Mix Mix DesignStrength 3000 psi @ 28 days Cumulative Quantity: 10 cu yds. Truck Number: 1606 Water Added at Site NIA Total Placement for the 20 cu yds. Day: Ticket Number: 1256948 Time Batched: 2:37 PM Mix Design: 30905 Time Sampled: 3:30 PM Admixture: N/A Weather Condition Partly Cloudy Field Test Results Air Content: NIA Slump: 5.00 inches Ambient Temp: 90 •F Concrete Temp: 89 °F Unit Weight: N/A Results Of Laboratory Testing Actual Actual Avg. Test Max. Test Test Date Age Type Of Dimon. 1 Dimen. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area lint) Load (Ibs) Strength (psi) (psi) 1 07/19/2016 7 5 4.06 4.02 4.04 12.82 35.951 2,810 - 2 08/09/2016 28 - - - - - - _ _ 3 08/09/2016 28 4 08/09/2016 28 This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During, initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® IM R 11 UN ENGI Consultants In Geophysical Building Inspe N 1"WERSAL EERING SCIENCES Geotechnical Engineering • Environmental Sciences Services • Construction Materials Testing • Threshold Inspection ction • Plan Review • Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Record Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club o'dS Project No: 0310.1600172.0000 UES ReportNo: 52602 ARC1 071416 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.25 8630 S. US Highway 1,Port St. Lucie, St. Lucie County, FL Date of Activity: Thursday, July 14, 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 footing. 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 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 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 Project No: 0310.1600172.0000 Report No.: 52602-1 CT 071416 Workorder No.: 52602 Lab No.: Date lstIssue: Date 2nd Issue: DateFinal Issue: Set #: 1 of 1 total sets Sample From Concrete Track Sample By: Cliff Chennay On 07/14/2016 General Information Specified Strength/Sampling Times Placement Information Geneml Contractor Mulligan Specified Strength 3000 psi @ 28 days Truck Load: 10 cu yds. Supplier: Super ma Mix DesignStrength 3000 psi Q 28 days Cumulative Quantity: 10 cu yds. Truck Number: Ill Water Added at Site N/A Total Placement for the 10 cu yds. _ Day: Ticket Number: 1258000 Time Batched: 2:08 PM Mix Design: 30905 Time Sampled: 3:33 PM Admixture: N/A Weather Condition Partly Cloudy Field Test Results Air Content: NIA Slump: 6.00 inches 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. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (in2) Load (Ibs) Strength (psi) (psi) 1 07/21/2016 7 4 4.05 4.01 4.03 12.76 29,456 2,310 - 2 08/11/2016 28 - - - - - - - - 3 08/11/2016 28 - - - - - - - - 4 08/11/2016 28 - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and] or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering ® IQ FR S 1 n UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review -Building Code Administration 820 Brevard Avenue • Rockledge, FL • 32955 321.638.0808 Fax:321.638.0978 Activity Record Client: Mulligan Constructors 1027 W. Lancaster Road Orlando, FL 32819 Project: Racetrac #1136 - PSL Savannah Club .;'S Project No: 0310.1600172.0000 UES Report No: 52689 ARC1 071816 On -Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.50 8630 S. US Highway 1 , Port St. Lucie, St. Lucie County, FL Date of Activity: Monday, July 18, 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 footing. 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. Technician also verified the placement of gravel at the bottom of the retaining wall footing. This test(s) was performed without deviation from ASTM procedure. This report shall not he reproduced, except in full, without the written approval of Universal Engineering Sciences. 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 Project No: 0310.1600172,0000 Report No.: 52689-1 CT 071816 Workorder No.: 52689 Lab No.: Date list Issue: Date 2nd Issue: DateFinal Issue: 1027 W. Lancaster Road, Orlando, FL 32819 Project: RaCetfac #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. i Set #: 1 of 1 total sets Sample From Concrete Truck Sample By: Cliff Chennay On 07/18/2016 General Information General Contractor Mulligan Supplier: Supennix Truck Number: 4473 Ticket Number: 1259435 Mix Design: 30905 Admixture: N/A Specified Strength /Sampling Times Specified Strength 3000 psi @ 28 days Mix DesignStrength 3000 psi @ 28 days Water Added at Site N/A Time Batched: 2:00 PM Time Sampled: 3:30 PM Weather Condition Partly Cloudy Field Test Results Placement Information Truck Load: 10 cu yds. Cumulative Quantity: 10 cu yds. Total Placement for the 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 Dinner. 2 Dimen. XSect. Compressive Compressive Average Results Tested Days Fracture (in) (in) (in) Area (inr) Load (lbs) 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 - - - - - - - - 3 08/15/2016 28 - - - - - - - - 4 08/15/2016 28 - - - - - - - This form conforms with ASTM C39, Sampling and testing procedures were performed in general compliance with ASTM C31, C138, C143, C172, C231, C511, C617, C1064, C1231, C42, C157, C192, C403 and / or C496 as applies. If an air test was not completed, that deviates from REMARKS C31 procedure. During initial field curing; some samples are kept at temperatures outside the allowable range, allowed to dry, or are left in the field for longer than 24 hours. This is a deviation of ASTM C31 procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering