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Home My WebLink AboutFIELD & LABORATORY REPORTEDUNIVERSAL EN-G:IN:EERING SCIENCE$ Consultants In: Geoti chnical Engineering • Environmental Sciences Geophysical Services •�II ski ' ; • Thresli'old Inspection Building Code Administration- Iiance.lnspection & Plan Review 820 Brevard Avenue, Rockledge, FL_9,5}:' ?1 ^638,,.08081' - F: 321.638.0978 Client: U,J3 1 11 - UES Project No.: 0310.1700251.0005 Date Typed: May 04, 2018 lg04 ..at W "°Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 18 RECENED. AUG 3 y 2018 Permitting Department St. Lucie County ,Fort Pierce, St. Lucie County, FL i 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 summ a rized below: Scope of Work Work Order No. Date � Type of Report 96105-1 1 04/23/2018 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. I UEngineering Sciences, Inc. Certificate'ot,Nuthorrzation N . -0000 Ft4� rl r Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 [CC Email: cbugg@nvrinc.com; elibrihi@nvdnc.com; jomcalli@nvrinc.com; sign adn seal to ryan homes 1-1 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 I West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 18 ,Fort Pierce, St. Lucie County, FL Date of Activity: Monday, 23 April, 2018 Technician: Cliff Cherrnay j As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the House lot. While on site, the technician observed the generalcondition of the areas to be tested and performed 4 density test(s) for House lot. 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 U N I r--- R S A L UE5 Project No: 0310.1700251.0005 UES DOCS No: ENGINEERING SCIENCES LIES Report No: 96105-1 DT042318 Consultants Ini Geotechnical Engineering • Envitonmental 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 Client: Project: Area Tested: Type of Test: Technician: Requirements: In -Place Density Test Report Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 18 ,Fort Pierce, St. Lucie County, FL House lot Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay Date of Test: 04/23/2018 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 NMI Test 0-1 ft 12.00 ; 21235 114.5 11.5 99 A 2 SM/ Test 0-1 ft 12.00 21235 112.2 11.4 97 A 3 S/E Test 0-1 ft 12.00 , 21235 110.0 11.5 95 A 4 N/E Test 0-1 ft 12.00 21235 110.2 11.2 95 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 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. EDUNI V ERSAL Date Typed: No.: M �04, 20181.0005 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 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 c�rGl err. Prpject: Oakland Lake Subdivision Lot 18 18Dq'; 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 belo i : Scope of Work Work Order No. Date Type of Report 96105-1 1 04/23/2018 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. Sincerely, i Universal Eng3haeriitg Scie=62i,.Inc. I Icate of.Authorl .00000 JUL 14 2046 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 ICC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; iomcalli@nvrinc.com; sign adn seal to ryan homes i UES .-.:;ject No: 0310.1700251.0005 UNIA ERSAL UES DOCS No: UES Report No: 96105 1 ARC 042318 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences On-SiteTime (hrs):0.60, 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): 0.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638:0808 - F: 321.638.0978 Activity Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 j West Palm Beach, FL 33401 I Project: Oakland Lake Subdivision Lot 18I ,Fort Pierce, St. Lucie County, FL Date of Activity: Monday, 23 April, 2018 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 House lot. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. 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. UNIVE"RSAL 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 Client: Project: Area Tested: Type of Test: Technician: Requirements: In -Place Density Test Report Ryan Homes i 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 1 Oakland Lake Subdivision Lot 18 ,Fort Pierce, St. Lucie County! FL House lot Field: ASTM D-6938 Nuclealr Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay UES Project No: 0310.1700251.0005 UES DOCS No: UES Report No: 96105-1 DT 042318 Date of Test: 04/23/2018 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 N/W Test 0-1 ft 12.00 21235 114.5 11.5 99 A 2 S/W Test 0-1 ft 12.00 21235 112.2 11.4 97 A 3 S/E Test 0-1 ft 12.00 21235 110.0 11.5 95 A 4 N/E Test 0-1 ft 12.00 21235 110.2 11.2 95 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 JUL 112018 (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. i NIV= UES N ojeNo.: 0310.1700251.0005 Date Typed:d: May 04, 2018 GUENGINEERING 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 32965 - P: 321.638.0808 - F: 321.638.0978 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE RECEIVED Client: Ryan Homes JUN 2'81018 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Permitting Department Project: Oakland Lake Subdivision Lo 18 18a - 0 r c St. Lucie Catlnty ,Fort Pierce, St. Lucie County, 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. Date Type of Report 96105-1 1 04/23/2018 In -Place Density Test Report w/Activity Record We hope this information is sufficient for vour immediate needs. If you have anv auestions. Dlease do not hesitate to contact the undersigned. Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.05.08 08:27:51 -04'00' 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: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign adn seal to ryan homes k UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review } UES Pry.;. jt No: 0310.1700251.0005 UES DOCS No: UES Report No: 96105-1 ARC 042318 On -Site Time (hrs): 0.60 Lab Time (hrs): 0.00 Travel Time (hrs): 0.25 Total Time (hrs): 0.75 820 Brevard Avenue, Rockledge, FL 32955 - 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 18 ,Fort Pierce, St. Lucie County, FL Date of Activity: Monday, 23 April, 2018 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 House lot. While on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. 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 GUNIV�-�-,RSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Environmental Sciences Geophysical Services a 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 Client: Project: Area Tested: Type of Test: Technician: Requirements: In -Place Density Test Report Ryan Homes 1450 Centrepark Blvd Suite 340' West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 1,8 ,Fort Pierce, St. Lucie County, FL House lot Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay T 1 UES Nroject No: 0310.1700251.0005 UES DOCS No: UES Report No: 96105-1 DT 042318 Date of Test: 04/23/2018 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 underlyinq 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 N/VV Test 0-1 ft 12.00 21235 114.5 11.5 99 A 2 SM Test 0-1 ft 12.00 21235 112.2 11.4 97 A 3 S/E Test 0-1 ft 12.00 21235 110.0 11.5 95 A 4 WE Test 0-1 ft 12.00 21235 110.2 1 11.2 95 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 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.