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Home My WebLink AboutFEILD AND LAB REPORTLOCATIONS: UNIVERSAL - Atlanta - Daytona Beach 91 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 - Mimi SGANNED - Ocala - Orlando n1cadquatters) Project No.: 0310.1500325.0000 BY - Palm Coast - Pannum City Lucie Cou* Pensacola Date Typed: September 24, 2015 Rockledge Sarasota Tmpa West Palm Beach Field and Laboratory Report Transmittal Sheet Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FIL 34954 Project: Pursuit Boat Canopy Permit # 1506-0482 3901 St. Lucie Blvd/ Airport Road Ft. Pierce, FIL 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: 09-03-15 thru 09-08-15. 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. I Certificate of Authoriz- qtib'n No. 549 YI/ Tichard E. Hoaglin, 15,.E. STATE OF FLORIDA "I '�dineer No. AB Licensed Professiona Er. 796 1 ICC Email: bmclm(@,rkdavis.com ICC Fm: City of Port St. Lucie Building Department 1-772-3444226 820 Brevard Avenue, Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 www.UniversalEngincering.com UNIV ENGINEER Consultants In: Geotechnic Geophysical Services - Con Building Inspection- Plan RSAL ING SCIENCES al Engineering - Environmental Sciences struction Materials Testing - Threshold Inspection Review - Building Code Administration 820 Brevard Avenue - Rockledge, FL - 32955 321.638.0808 Fax: 321.638.0978 SProjectNo: 0310.1500325.0000 UES Report No: 43771 ARID1 090315 On -Site Time (hrs): 2.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 2.50 Activity Record Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy 3901 St. Lucie Blvd/Airport Road, Ft. Pierce, St. Lucie County, FL Date of Activity: Thursday, September 3, 2015 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 Footing pad west & east side of building. While on site, the technician observed the general condition of the areas to be tested and performed 8 density test(s) for Footing pad west & east side of building. All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method. 8 test(s) were found to not meet the project compaction requirement of 95% of the maximum dry density per ASTM D-1557. The area(s) requires recompaction and retesting The Contractor was notified of the test results or a copy was left for their records. This test(s) was performed without deviation from ASTM procedure. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVORSAL 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 4NES Project No: ES DOCS No: UES Report No: 0310.1500325.0000 43771-1 DT 090315 In -Place Density Test Report Client: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy 3901 St. Lucie Blvd/ Airport Road, Ft. Pierce, St. Lucie County, FL Area Tested: Footing pad West & East side of building Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 09/03/2015 Lab: ASTM D-1557 Technician: Francois Philippe 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 Footing pad #1 E side S E Corner of bldg 0 to -1 12.00 18562 98.8 9.7 89 B, D 2 Footing pad #3 from south on east side of bldg 0 to - 1 12.00 18562 102.6 7.4 92 B, D 3 Footing pad #5 from south on east side of bldg 0 to - 1 12.00 18562 101.8 8.6 92 B. D 4 Footing pad #7 from south on east side of bldg 0 to - 1 12.00 18562 103.5 3.0 93 B, D 5 Footing pad #2 from north on west side of bldg 0 to - 1 12.00 18562 102.9 3.5 93 B, D 6 Footing pad #4 from north on west side of bldg 0 to - 1 12.00 18562 103.8 4.3 94 B, D 7 Footing pad #6 from north on west side of bldg 0 to -1 12.00 18562 93.5 7.7 84 B, D 8 Footing pad #8 from north on west side of bldg 0 to - 1 12.00 18562 101.3 9.1 91 B, D (1) Ref. Datum: 0 = Bottom of Footing (2) Proctor Maximum 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 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 Client No: 0310.1500325.0000 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Date: September 10, 2015 Environmental Sciences - Construction Materials Testing 820 Bravard Avenue - Rockledge, Florida 32955 - (321) 638-0808 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL Client: RICHARD K. DAVIS, INC. P.O. BOX 186 FORT PIERCE FLORIDA 34954 Project: PURSUIT BOAT CANOPY AIRPORT ROAD FORT PIERCE, FLORIDA Location: NATIVE - FOOTING PAD Date Sampled: 913115 Sampled By: FRANCOIS PHILIPPE 1MNMMMNMMaM SUMMARY OF TEST RESULTS OF MR, I OPTIMUM MOISTURE CONTENT U.S.C.S. a ASTM D2487 E SOIL DESCRIPTION GREY AND BROWN SAND FILL: NATURAL GROUND: PASSING #200 SIEVE MMMMMMEMM "MEN ME MMMMMEEMME MMMMMSMEMMMMMw MESS MMMMMMMMNMMMMMMMMMM M MEMMMMMMM MEN N PROCTOR NO: 5469 NOTES -This report shall not be reproduced, except in full, vAthout the wriften approval of Universal Engineering Sciences. UNIVRRSAL 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: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy Airport Road, Ft. Pierce, St. Lucie County, FL Date of Activity: Tuesday, September 8, 2015 Technician: Francois Philippe 0 SProjectNo: 0310.1500325.0000 UES Report No: 43826 ARD1 090815 On -Site Time (hirs): 2.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 3.25 As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Footing pad at Pursuit Boat Canopy (Retests). While on site, the technician observed the general condition of the areas to be tested and performed 9 density test(s) for Footing pad at Pursuit Boat Canopy (Retests). 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-1 557. 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. UNIVDRSAL 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: Richard K. Davis Construction Corporation P.O. Box 186 Fort Pierce, FL 34954 Project: Pursuit Boat Canopy Airport Road, Ft. Pierce, St. Lucie County, FL Area Tested: Footing pad at Pursuit Boat Canopy (Retests) Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D-1557 Technician: Francois Philippe 40 ES Project No: LIES Report No: 0310.1500325.0000 43826 DT1 090815 Date of Test: 09/08/2015 Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or sufficial 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 Retest of #1, 913/15 BI 0 to -1 12.00 18562 105.0 9.0 96 A 2 Retest of #2, 9/3/15 B3 0 to -1 12.00 18562 104.9 12.6 95 A 3 Retest of #3, 9/3115 B5 0 to -1 12.00 18562 105.5 9.9 95 A 4 Retest of #4, 9/3115 B7 0 to -1 12.00 18562 105.8 5.0 95 A 5 Footing pad #9 from S — B9 0 to -1 12.00 18562 106.0 6.6 95 A 6 Retest of #5, 9/3/15 A2 0 to -1 12.00 18562 104.9 6.4 95 A 7 Retest of #6, 9/3/15 A4 0 to -1 12.00 18562 105.0 9.5 95 A 8 Retest of #7, 9/3/15 A6 0 to -1 12.00 18562 104.9 6.7 95 A 9 Retest of #8, 9/3/15 A8 0 to -1 12.00 18562 105.0 8.2 95 A (1) Ref. Datum: 0 = Bottom of Footing (2) Proctor Maximum 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 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 shag not be reproduced, except in full, without the written approval of Universal Engineering Sciences.