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Home My WebLink AboutENGINEERING PAPERWORKW !�J6ysj. 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 IYr a`rroject No.: 0310.1900516.0002 Date Tyg€�ED December 10, 2019 R SCANNED DEC 12101% BY artment St. LudeCounty Permitting D Coimty St. Lucie Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 004 - 8104 Santa Clara Blvd 8104 Santa Clara Blvd. , Ft. Pierce, Indian River County, FL As requested, Universal Engineering Sciences, Inc. (LIES) representative(s) performed construction materials testing and/or Feld 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: Scone of Work Work Order No.I Date I Type of Report 118356-1 1 11/25/2019 In -Place Density Test Report w/Activity Record 118426-1 1 11/26/2019 In -Place Density Test Report w/Activity Record We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Sincerely, Universal Er Certificate of I r R A' r. f v V- — rr, Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Hoaglin, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ICC Email: JT.Brenner@wadejumeyhomes.00m UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review UE_ :1,3ject No: 0310.1900516.0002 UES DOCS No: UES Report No: 118356-1 ARC 112519 On -Site Time (hrs): 0.25 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 0.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 004 - 8104 Santa Clara Blvd 8104 Santa Clara Blvd. , Ft. Pierce, Indian River County, FL Date of Activity: Monday, 25 November, 2019 Technician: Russell Brause As requested,, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House 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. As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of picking up proctor sample. .I UNIVERSAL UU�S Project No: ES DOCS No: 0310.1900516.0002 ENGINEERING SCIENCES UES Report No: 118356-1 DT112519 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 Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 004 - 8104 Santa Clara Blvd 8104 Santa Clara Blvd. , Ft. Pierce, Indian River County, FL Area Tested: House pad. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/25/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause 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 underlvino soils below the tested denths Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture %. % Compaction Comments (3) 1 NW corner. 0 to -1 ft 12.00 9802 102.6 8.6 96 A 2 NE corner. 0 to -1 it 12.00 9802 102.1 8.2 100 A 3 NE corner. 0 to -1 it 12.00 9802 101.7 10.1 95 A 4 SW comer. 0 to -1 ft 12.00 9802 102.1 7.4 95 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 9802 . 107.0 12.0 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 lull, without the written approval or Universal Engineering Sciences. LIE -» ,roject No: 0310.1900516.0002 k-IN' A' - UES Report No: 118426-1 ARC 112619 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences On -Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 1.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 004 - 8104 Santa Clara Blvd 8104 Santa Clara Blvd. , Ft. Pierce, Indian River County, FL Date of Activity: Tuesday, 26 November, 2019 Technician: Russell Brause As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House pad. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House 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. The Contractor was notified of the test results or a copy was left for their records. UN1V°ERSAL 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: 0310.1900516.0002 UES DOCS No: UES Report No: 118426-1 DT 112719 Client: — _Wade Jurney Homes 3300 Battleground Avenue Suite 101 Greensboro, NC 27410 Project: Lakewood Park - Lot 004 - 8104 Santa Clara Blvd 8104 Santa Clara Blvd. , Ft. Pierce, Indian River County, FL Area Tested: House pad. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 11/27/2019 Lab: ASTM D1557 Modified Proctor Technician: Russell Brause 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 underlvina soils below the tested depths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NW corner. 0 to -1 ft 12.00 9804 111.3 11.9 99 A 2 NE corner. 0 to 4 ft 12.00 9804 114.3 10.9 102 A 3 SE corner. 0 to -1 ft 12.00 9804 114.1 10.0 102 A 4 SW comer. 0 to -1 ft 12.00 9804 113.4 10.8 101 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 9804 112.0 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.