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HomeMy WebLinkAboutFIELD LAND LABORATORY REPORTUNIVIERSAL July 2DES Project No.: , 0251.0014 Date Typed: July 42018 ENGINEERING InSCIENCESntal Consultants In: Geotechnical ences SCANIVitu Geophysical Services • Materials Testing • Threshold Inspection By tu Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32965 - P: 321.638.0808 - F: 321.638.097 U�;y T1T Construction Materials Testing Services RECEIVED FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes I AUG 0 8 2018 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 ST. Lucie County, Permitting Project: Oakland Lake Subdivision Lot 66 1 5317 Oakland Lake Circle Permit No 1806 ;0414, Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inc. (LIES) 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 98966-1 1 07/20/2018 In -Place Density Test Report We hope this information is sufficient for your immediate the undersigned. i i I I I I Type of Report Record eds. If you have any questions, please do not hesitate to contact Sincerely, Universal Engineering Sciences, Inc. Certificate,ol',:AGthorization No. 00000549 e a P a Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvdnc.com; elibrihi@nvdnc.com; jomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 FILE COPY Revised May 2015 N' UES Pr_,__t No: 0310.1700251.0014 VC-1 R S A L UES DOCS No: UES Report No: 98966-1 ARC 072018 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing - Threshold Inspection. Travel Time (hrs): 0.25 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 0.76 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 ActiviI ty Record Client: Ryan Homes i 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 66 i 5317 Oakland Lake Circle PermitiNo 1806-0414, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 20 July, 2018 i Technician: Tyler Tilley ' As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Lot 66. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Lot 66. 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. I I i I I I UNIV'CRSAL 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 32956 - P: 321.638.0808 - F: 321.638.0978 UES'rrdject No: UES DOCS No: UES Report No: 0,310.1700251.0014 98966-1 DT 072018 In -Place Density Test Report Client: Ryan Homes I 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 66 5317 Oakland Lake Circle Per No 1806-0414, Fort Pierce, St. Lucie County, FL Area Tested: i Lot 66 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/2018 Lab: ASTM D1557 Modified Proctor i Technician: Tyler Tilley i 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 No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NE Corner 0 to 1 ft 12.00 21143 113.0 3.7 98 A 2 NW Corner 0 to 1 ft 1 12.00 21143 111.6 4.8 97 A 3 SW Corner 0 to 1 ft 12.00 21143 118.9 4.4 103 A 4 SE Corner 0 to 1 ft 12.00 21143 110.1 7.9 96 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 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 full, without the written approval of Universal Engineering Sciences. UES 10-ct No.: 0310.1700251.0014 UNIVIRSAL Date Typed: July 24, 2018 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences _ U 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 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE RECEIVED Client: Ryan Homes 1450 Centrepark Blvd Suite 340 AUG 1 01010 West Palm Beach, FL 33401 Pe rmitNn9 De Project: Oakland Lake Subdivision Lot 66 St- Lucie count`v"enc 5317 Oakland Lake Circle Permit No 18©6-©414 Fort 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. IDate Type of Report . 98966-1 07/20/2018 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. •,,��;Sti.ltlllf;; ����,,.• k. No. 487 6 • - •�• STATE 6P w• /�f V�\,. A1ts:t;ti���� Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.07.25 14:53:15 1� KITSIM 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. ]CC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 FILE COPY Revised May 2015 UES Prot No: •0310.1700251.0014 UNIVERSAL UES DOCS No: UES Report No: 98966-1 ARC 072018 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: Geotechnical Engineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 0.26 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 0.75 820 Brevard Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project:, Oakland Lake Subdivision Lot 66 5317 Oakland Lake Circle Permit No 1806-0414, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 20 July, 2018 Technician: Tyler Tilley As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the Lot 66. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for Lot 66. 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. v f U.ET ' 4)ject No: 0310.1700251.0014 UNIV RSAL UES DOCS No: • ENGINEERING SCIENCES UES Report No: 98966-1 DT 072018 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: Ryan Homes 1450 Centrepark Blvd Suite 340 West. Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 66 5317 Oakland Lake Circle Permit No 1806-0414, Fort Pierce, St. Lucie County, FL Area Tested: Lot 66 Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 07/20/2018 Lab:. ASTM D1557 Modified Proctor Technician: Tyler Tilley Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the dondition 'of the underlvina soils below the tested deaths- 9 Test No. Location of Test Range Depth (inch) Proctor (2) Fie ld Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 NE Corner 0 to 1 ft 12.00 21143 113.0 3.7 98 A 2 NW Corner 0 to 1 ft 12.00 21143 111.6 4.8 ' 97 A 3 SW Corner 0 to 1 ft 12.00 ; 21143 118.9 4.4 103 A 4 SE Corner 0 to 1 ft 12.00 21143 110.1 7.9 96 A (1) Ref. Datum: .0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 a (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 test was performed without deviation from ASTM procedures. This report shall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. r I