The URL can be used to link to this page

Home My WebLink AboutCompaction TestUNIVERSAL 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 UES Project No.: 0310.2000184.0000 Date Typed: May 22, 2020 pedcw; /-2 G -,-ewz -tom// Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: The Watauga Company 4275 Capron Road Titusville, FL 32780 Project: Stan Blum Park Boat Ramp Pavilion 613 North Causeway Drive, Ft. Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field inspection services on the above project. Testing results and/or inspection observations are reported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. I Date I Type of Report 124761-1 1 05/15/2020 In -Place Density Test Report w/Activiity Record We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. �'. • 41cEiis� 140-48796 7�Q STATE OF ICC Email: wataugacompany@bellsouth.net Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Digitally signed by Richard E Hoaglin DN: c --US, o=UNIVERSAL ENGINEERING SCIENCES INC, ou=A01410D000001685696 604900003A80, cn=Richard E Hoaglin Date: 2020.05.22 12:35:55 04'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This Item has been electronically signed and sealed by Richard E. Hoeglin, P.E. using a Digital Signature. Printed copies or this document are not considered signed and sealed and the signature must be venfed on any electronic copies. UES Project No: 0310.20184.0000 UES DOCS UNIVERSAL UES Report Noor 1247600 ARC 051520 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering * Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services 9 Materials Testing 9 Threshold Inspection Travel Time (hrs): 1.00 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 2.00 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: The Watauga Company 4275 Capron Road Titusville, FL 32780 Project: Stan Blum Park Boat Ramp Pavilion 613 North Causeway Drive, Ft. Pierce, St. Lucie County, FL Date of Activity: Friday, 15 May, 2020 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 Pavilion pad. While on site, the technician observed the general condition of the areas to be tested and performed 2 density test(s) for Pavilion 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. Technician also picked up proctor. 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 In -Place Density Test Report UES Project No: 0310.2000184.0000 UES DOCS No: UES Report No: 124761-1 DT 051520 Client: The Watauga Company 4275 Capron Road Titusville, FL 32780 Project: Stan Blum Park Boat Ramp Pavilion 613 North Causeway Drive, Ft. Pierce, St. Lucie County, FL Area Tested: Pavilion pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 05/15/2020 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions oniv and do not address the condition of the underivina snits hPlnw tha tactatt rinnfha IV Ker. Uatum: U = I Op OT Anal Graae (2) Maximum Optimum Proctor Dry Field Dry Field Density Content Test 124.0 9.0 Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 North test 0-1 ft 12.00 10285 117.3 6.1 95 A 2 South test 0-1 ft 12.00 10285 118.0 6.4 95 A IV Ker. Uatum: U = I Op OT Anal Graae (2) This test was performed without deviation from ASTMprocedures. (3) comments trey 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 wdnen approval of Universal Engineering Sciences. Maximum Optimum Proctor Dry Moisture # Density Content 10285 124.0 9.0 This test was performed without deviation from ASTMprocedures. (3) comments trey 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 wdnen approval of Universal Engineering Sciences. 13( 12! 120 o 105 100 tk: urallon for alto: 0 5 10 15 20 25 30 Moisture Content (%) Sampled according to AASHTO T 002, This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences, Inc, ED Project Number: 0310.2000184.0000 Lab Number: 25791 rNlwVu..ERS�AI FDC Number. 10285 820 Brevard Avenue. Rockledge, Florida 32955 Phone 321-638.0808 Fax 321-638-0978 www.universolennineering.com Client: The Watauga Company Project Name: Stan Blum Park Boat Ramp Pavilion Sample Location: Pavilion Pad Intended Use: Native Soil Classification: SP Material Description: Grey Sand With Shell Date Plotted: 5/21/2020 Sampled By: Cliff Chermay Tested By: Kassidy Hoaglin Date Sampled: 5/15/2020 Date Tested: 5/20/2020 SUMMARY OF TEST RESULTS Test Method: ASTM D1557 Method A Maximum Dry Density, pef: 124.0 Optimum Moisture, %: 9.0 Passing 3.5" Sieve, %: 100 Passing No. 4 Sieve, %: 95 Passing No. 200 Sieve, %: N/A 13( 12! 120 o 105 100 tk: urallon for alto: 0 5 10 15 20 25 30 Moisture Content (%) Sampled according to AASHTO T 002, This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences, Inc,