The URL can be used to link to this page

Home My WebLink AboutFIELD & LABORATORY REPORTI U N I V E RS-AL 'Date Typed: cre,3 Project No.. May 04, 2018 .0008 EN.GIKEERING-SWENCES ,�+ pp�� Consultants ln: Geotechnical Engineering • Environmental Sciences SiCANN Geophysical Service"s•• Materials -Testing • Threshold I,hspection c Building Code Administration, Compliance Inspection & Wan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.098t h Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes �C IVED 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 JUL 3 0 -2clig Project: Oakland Lake Subdivision Lot 22 -T, Lucie County, Peirmiti:ing ,Fort Pierce, St. Lucie County, FL i 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 Type of Report 96107-1 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, , , 1, � I Universal EnginesriftEl Sciences, Inc. Certificate of Autiie.{Ization,No: 00000549 N` i Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 [CC Email: cbugg@nvrinc.com; elibrihi@nvrinc.com; jomcalli@nvrinc.com; sign adn seal to ryan homes UL,,Project No: 0310.1700251.0008 UN i E R S A L UES DOCS No: UES Report No: 96107-1 ARC 042318 ENGINEERING.,SCIENCES On -Site Time (hrs): 0.50 Consultants In: GeotechnicalEngineering .•-EnvironmentalSciences Lab Time (hrs): 0.00 Geophysical&-rvices • Materials Testing � Threshold Inspection, Travel Time (hrs): 0.25 Building Code Administration, Compliance lnspectioAPlanReview Total Time (hrs): 0.75 820 Brevard Avenue, Rockledge, FL 32966 - 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 22 ,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. UNIVERSAL ENGINEERING 'SCIENCES Consultants In-:Geotechnical Engineering w Environmental Sciences Geophysical.Services • Materials Testing-• Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32966 - 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 22 ,Fort Pierce, St. Lucie County, FL House lot Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay r S Project No; UES DOCS No: UES Report No: 0310.1700251.0008 96107-1 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/VV Test 0-1 ft 12.00 21235 114.0 13.0 98 A 2 S/W Test 0-1 ft 12.00 21235 113.5 11.7 98 A 3 S/E Test 0-1 ft 12.00 21235 112.8 11.9 97 A 4 WE Test 0--1 ft 12.00 1 21235 113.5 1 12.5 98 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 j 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 Project 0310.17002 UNIVERSAL Date Typed: No May 04, 2018 1.0008 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing a 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 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 22 o681 ^ 72G ,Fort Pierce, St. Lucie County, FL As requested, Universal Engineering Sciences, Inca (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 IType of Report 96107-1 1 04/23/2018 In -Place Density Test Reportw/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. JUL 1120 Sincerely, Universal Engl.raec�it Certificate of F,6thd'riZ- g Sciences, Inc. atjon No. 0 49 r ---. �bl 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 UNIVERSAL UES'.. _;act No: 0310.1700251.0008 UES DOCS No: UES Report No: 96107-1 ARC 042318 ENGINEERING SCIENCES On -Site Time (hrs): 0.50 Consultants In: Geotechnical Engineering - Environmental Sciences Lab Time (hrs): 0.00 Geophysical 5ervices m 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 32965 - 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 22 ,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. JUL 11 2016 t UN11i 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 32965 - P: 321.638.0808 - F: 321.638.0978 In -Place Density Test Report UES Project No: 0310.1700251.0008 UES DOCS No: UES Report No: 96107-1 DT 042318 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 22 ,Fort Pierce, St. Lucie ,County, FL Area Tested: House lot Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 04/23/2018 Lab: ASTM D1557 Modified Proctor i Technician: Cliff Cherrnay 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 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 114.0 13.0 98 A 2 S/W Test 0-1 ft i 12.00 21235 113.5 11.7 98 A 3 S/E Test 0-1 ft 12.00 21235 112.8 11.9 97 A 4 WE Test 0--1 ft; 12.00 21235 113.5. 12.5 98 A (1) Ref. Datum: 0 = Top of Native (2) Maximum Optimum Proctor Dry Moisture # Density Content 21235 116.0 10.0 JUL 1 201b (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. UNIVi�. R'SAL DateTyUES pedt No.: 0310 y 04, 2018 .0008 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testirig • 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 RECEIVED FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes JUN' 2'8 1018 1450 Centrepark Blvd Suite 340 Permitting Department West Palm Beach, FL 33401 St. Lucie County Project: Oakland Lake Subdivision Lo 2 ►8a�- G5g1 ,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 zreported on the attached sheets. The contents of this package are summarized below: Scope of Work Work Order No. Date Type of Report 96107-1 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. CIEI 010 rf • ; M. NQo 48796 Av 14 1'q��i�� fl1lrJl�Iltics:+��`` Sincerely, Universal Engineering Sciences, Inc: Certificate of Authorization No. 00000549 0 Richard E. Hoaglin, P.E. 2018.05.04 16:30:34 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; iomcalli@nvrinc.com; sign adn seal to ryan homes JE UES cgect No: 0310.1700251.0008 11JN1VCRSA,1____1__,UES DO�s No: F UES Report No: 96107-1 ARC 042318 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): 0.75 820 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 33,401 Project: Oakland Lake Subdivision Lot 22 ,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. UNIV' E R S A L UUES Project No: ES DOCS No 0310.170025.1.0008 ENGINEERING SCIENCES UES Report No: 96107-1 DT042318 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 22 ,Fort Pierce, St. Lucie County, FL Area Tested: Type of Test: Technician: Requirements: 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 NNV Test 0-1 ft 12.00 21235 114.0 13.0 98 A 2 SNV Test 0-1 ft 12.00 21235 113.5 11.7 98 A 3 S/E Test 0-1 ft 12.00 21235 112.8 11.9 97 A 4 WE Test 0--1 ft 12.00 21235 113.5 12.5 98 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.