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Home My WebLink AboutFIELD - LAB REPORTr U N' V L--k S A L 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: Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland' Lake Subdivision Loth y p_ 5275 Oakland Lake Circl Permit$12 0022, t. Pierce, St. Lucie County, FL F-i' a1 1% 211010 SCANNE® Sr Lucie County 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 105835-1 I I 01 /17/20191In-Place Density Test Report w/Activity Record We hope th the undersi Attachments (1) information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact Sincerely, Universal Certificate Sciences, Inc. )n No. 00000549 z"AM Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and seated 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; rhager@nvrinc.com; sign/seal MAIL to ryan homes at 5369 Oakland Lake, Vero Beach, FL 32966 Revised May 2015 UNIV13RSAL 9LIES Reporto: 105835 1 ARC 011719 ENGINEERING SCIENCES on-SiteTime (hrs):0.50 Consultants In: GeotechnicalEngineering • Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing's Threshold Inspection Travel Time (hrs): 0.25 ! 3 Building Code Administrztion, Compliance Inspection & Plan Review Total Time (hrs):0.75 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Client: Project: Date of Activity Record Ryan Homes 1450 Centrepark Blvd Suite340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 61 5275 Oakland Lake Circle Permit 1812-0022, Ft. Pierce, St. Lucie County, FL Thursday, 17 January, 2019 Technician: Timothy Hughes 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 s4Ie, 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 UN1VLSAL . ENGINEERING SCIENCES Consultants In: Geotechnical Engineering +Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brevard Pvenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UEE sect No: 0310.1700251.0040 U E S No: UES Report No: 105835-1 DT 011719 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 61 5275 Oakland Lake Circle Permit 1812-0022, Ft. Pierce, St. Lucie County, FL Area Tested: house'pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 01/17/2019 Lab: ASTM D1557 Modified Proctor Technician: Timothy Hughes Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not adcir0sc tha rnnriitinn of the L.+.i...., ♦k- J_-.,_ Test Field Dry Field No. Location of Test Range Depth (inch) Proctor (2) Density (PCF) Moisture % % Compaction Comments 1 NW comer of pad 0 to -1 ft 12.00 21143 110.4 6.2 96 (3) A 2 SW corner of pad 0 to -1 ft 12.00 21143 110.2 7.9 96 A 3 SE corner of pad 0 to -1 ft 12.00 21143 109.1 4.6 95 A 4 NE comer of pad . 0 to -1 ft 12.00 1 21143 110.1 6.8 96 A ••r 1%0I. yatuIu. u - iuu uI Final Grade (2) Maximum Optimum Proctor Dry Moisture Density Content 21143 115.0 12.0 (3) Uomments 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. UNIVERSAL vP anu 3 PV ENGINEERING SCIENCES consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection (� rrr111 rrr�� Building Code Administration, compliance Inspection&Plan Review Q 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 1 7Vk v /Q Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE LRECEIVED Client: Ryan Homes 1450 Centrepark Blvd Suite 340 AN $ 12019 West Palm Beach, FL 33401Project: Oakland Lake Subdivision Lot 61e County, Permitting 5275 Oakland Lake Circle Permit 1812-0022, 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: SCANNED Scope of Work By Work Order No. Date Type of Report r 106835.1 1 ow712o19 In•Place Density Test Report wfActivity Record We hope this information is sufficient for your immediate needs. if you have any questions, please do not hesitate to contact the undersigned. Attachments (1) Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 ' ^' Richard E. �? ErN4, - 0 Hoaglin, P.E. NO. 48796 = £ 2019.01.31 11:17:15 srATE of , �v` RoamP .• ��• -05'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronicallysigned 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@nvrine.com; rhager@nvrinacom: signtseal MAIL to ryan homes at 5369 Cakland Lake, Vero Beach, FL 32006 Revised May 2015 820 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building CodeAdministration, Compliance Inspection & Plan Review UES Project No: 0310.1700251.0040 UES DOCS No: UES Report No: 105835-1 ARC 011719 On -Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 0.26 Total Time (hrs): 0.75 we, 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 :et: Oakland Lake Subdivision Lot 61 5275 Oakland Lake Circle Permit 1812-0022, Ft. Pierce, St. Lucie County, FL of Activity: Thursday, 17'January, 2019 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 proj ict compaction requirements of 95% of the maximum dry density perASTM D-1557. The Contractor was notified of the test results or a copy was left for their records. 820 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechniral Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection .Building Code Administration, Compliance Inspection Ulan Review 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 Renort LIES Project No: 0310.1700251.0040 LIES DOCS No: LIES Report No: 105835-1 DT 011719 Ryan Homes JAN 31 2019 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 61 ST• Lucie County, perm 5275 Oakland Lake Circle Permit 1812-0022, Ft. Pierce, St. Lucie County, FL house pad . Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Timothy Hughes Date of Test: 01/17/2019 95% of Proctor maximum dry density. These tests apply to the fill andfor surficial sail conditions nni., .nA An nM �rirlraec tho ennrlitinn of the nndprIvina soils below the tested deDths. Test No. Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture °% % Compaction Comments (3) 1 NW corner of pad 0 to -1 ft 12.00 21143 110.4 6.2 96 A 2 SW comer of pad 0 to -1 ft 12.00 21143 110.2 7.9 96 A 3 SE comer of pad 0 to -1 ft 12.00 21143 109.1 4.6 95 A 4 NE corner of pad 0 to -1 ft 12.00 21143 110.1 1 6.8 96 A (1) , Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 21143 115.0 12.0 ts) commems 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 ASTMprocedures. This report shall not be reproduced, except in full, without the written approval 0f Universal Engineering Sciences.