The URL can be used to link to this page

Home My WebLink AboutFEILD AND LAB REPORTLOCATIONS UNIVERSAL • Atlanta • Daytona Beach ENGINEERING SCIENCES • Fort Myers • Fort Pierce Consultants In: Geotechnical Engineering • Environmental Sciences • Gainesville Geophysical Services •Construction Materials Testing •Threshold Inspection • Jacksonville Kissimmee Building Inspection • Plan Review • Building Code Administration • Leesburg • Miami • Ocala • Orlando (Headquarters) Project No.: 0310.1500325.0000 • Palm Coma • Panama city SCANNED • Pensacola Date Typed: October 29, 2015 • Rockledge BY • Sarasota St. Lucie County • Tampa • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy Permit # 1507-0443 3901 St. Lucie Blvd/ Airport Road Ft. Pierce, 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 dated as follows: 45269 ARD7, 45269 DT1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 --- - - - NOV 1 9 RECO _ (chard E. Hoaglin; STATE OF FLORIUA Licensed Professional Engineer No. 48796 I CC Email: bmclamarkdavis.com 1CC Fax: City of Port St. Lucie Building Department 1-772-344-4226 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngineering.com UN1VErL;SAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration 820 Brevard Avenue 321.638.0808 Client: Project: Rockledge, FL • 32955 Fax: 321.638.0978 Date of Activity: Technician: Activity Record 1. 'roject No: 0310.1500325.0000 UES Report No: 45269 ARD1 102815 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Pursuit Boat Canopy Permit # 1507-0443 3901 St. Lucie Blvd/ Airport Road, Ft. Pierce, St. Lucie County, FL Wednesday, October 28, 2015 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 Footings for canopy columns. While on site, the technician observed the general condition of the areas to be tested and performed 8 density test(s) for Footings for canopy columns. 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. 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. 1' `JNIVEASAL 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 Project No: 0310.1500325.0000 LIES Report No: 45269 DTI 102815 In -Place Density Test Reoort Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy Permit # 1507-0443 3901 St. Lucie Blvd/ Airport Road, Ft. Pierce, St. Lucie County, FL Area Tested: Footings for canopy columns Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/28/2015 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test # Location of Test Range (FT) Depth (IN) Proctor (2) Field Dry Density (PCF) Field Moisture % Compaction Comments (3) 1 South end east footing 0-1 12.00 18562 106.2 7.1 96 A 2 South end west footing 0-1 12.00 18562 111.0 10.0 100 A 3 2nd row from south end west footing 0-1 12.00 18662 107.6 11.1 97 A 4 2nd row from south end east footing 0-1 12.00 18562 106.5 10.0 96 A 5 3rd row from south end east footing 0-1 12.00 18562 108.1 10.2 97 A 6 3rd row from south end west footing 0-1 12.00 18562 107.4 9.8 97 A 7 Footings on north end west footing 0-1 12.00 18562 108.9 8.2 98 A 8 Footings on north end east footing 0-1 12.00 18562 111.0 8.0 100 A (I)- Ref. Datum: 0 = Bottom of Footing �Prodtor— --MaximumT= _j =optimum # Dry Moisture. Density Content 18562 111.0 11.0 This test was performed without deviation from ASTM procedures. (3) Comments Key ___ _.A. Compaction meets C. Moisture does not meet requirements D. Recompaction required E. Recompacted, Retested, Meets Requirements This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL LOCATIONS: • Atlanta • Daytona Beach ENGINEERING SCIENCES rranun Myers Pierce Consultants In:Geotechnical Engineering • Environmental Sciences Gainesville • Jacksonvill Geophysical Services •Construction MaterialsTesting •Threshold Inspection Kissimnvillc KissimmeED e Building Inspection • Plan Review • Building Code Administration Leesburg • Miami Ocala • Orlando (Headquarters) Project No.: 0310.1500325.0000 • Palm Coast Panama City SCANNED Pensacola Date Typed: October 29, 2015 �� Rockledge samsoma St. Lucie Tampa Counts, • West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy Permit # 1507-0443 3901 St. Lucie Blvd/ Airport Road Ft. Pierce, FL As requested, a representative of Universal Engineering Sciences, Inc. (LIES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are dated as follows: 45269 ARD1, 45269 DT1. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 Richard E. Hoaglin, PE- -- --- - -- - - - -- -- _— --- - " 20 5.10.29-10i1124 - ---- - -- r�-04'00' Richard E. Hoaglin, P.E. STATE OF FLORIDA Licensed Professional Engineer No. 48796 ICC Email: bmclamna.rkdavis.com ICC Fax: City of Port St. Lucie Building Department 1-772-344-4226 920 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www. UniversalEngi n eering. com 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 eS Project No: 0310.1500325.0000 LIES Report No: 45269 ARD1 102815 On -Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 Activity Record Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy Permit # 1507-0443 3901 St. Lucie Blvd/ Airport Road, Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, October 28, 2015 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 Footings for canopy columns. While on site, the technician observed the general condition of the areas to be tested and performed 8 density test(s) for Footings for canopy columns. 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. 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. VNIVr.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 HES Project No: 0310.1500325.0000 WES Report No: 45269 DT1 102815 In -Place Density Test Resort Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy Permit # 1507-0443 3901 St. Lucie Blvd/ Airport Road, Ft. Pierce, St. Lucie County, FL Area Tested: Footings for canopy columns Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/28/2015 Lab: ASTM D-1557 Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply'to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. Test # Location of Test Range FT t ) Depth (IN) Proctor y t 1 Field Dry Density (PCF) Field Moisture 07, ^/, Compaction P Comments 3 ( ) 1 South end east footing 0-1 12.00 18562 106.2 7.1 96 A 2 South end west footing 0-1 12.00 18562 111.0 10.0 100 A 3 2nd row from south end west footing 0-1 12.00 18562 107.6 11.1 97 A 4 2nd row from south end east footing 0-1 12.00 18562 106.5 10.0 96 A 5 3rd row from south end east footing 0-1 12.00 18562 108.1 10.2 97 A 6 3rd row from south end west footing 0-1 12.00 18562 107.4 9.8 97 A 7 Footings on north end west footing 0-1 12.00 18562 108.9 8.2 98 A 8 Footings on north end east footing 0-1 12.00 18562 111.0 8.0 100 A (1) Ref. Datum: 0 = Bottom of Footing Proctor # - Maximum -- Optimum - Dry Density — - Moisture Content 18562 111.0 11.0 This test was performed without deviation from ASTM procedures. (3) Comments Key A. Compaction meets min. requirements -- - —B: Compaction does not meet—m'In: requirements - C Moisture does not-rft squire is -- - - _ 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.