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Home My WebLink AboutFIELD LAB REPORTU N I 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 /pit _639!5- Aok, , lo.: 0310.1700251.0034 ped: January 02, 2019 FILREIV,.DCOPY FES 21 2918 Perm ittip$ ®A, .... Construction Mat&Ws Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan HomesSCANNED 1450 Centrepark Blvd Suite 340 BY West Palm Beach, FL 33401 St Lucie County Project: Oakland Lake Subdivision Lot 26_ 5278 Oakland Lake Circlet�ermi__ t No 18 , -0L 85�ort 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. Date Type of Report 104852-1 I 12/28/2018 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, Universal En neviing Sciences, Inc. Certificate'Ff A6ifi6rization..No,-00000549 i • 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: cbugb@nvrinc.com; elibrihi@nvrinc.com; Imhoff, Bryan [BIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan homes at 1777 Willows Square, Vero Beach, FL 32966 717f,"A UES roje lo: 0310.1700251.0034 U' UEWC! '�J IV - LUES epor< no: 104852-1 ARC 122818 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering'- Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing oThteshold,lnspection Travel Time (hrs): 0.50 Buildog-CbdeA-dministration; Compliance Inspection & P%n Review Total Time (hrs): 1.50 820 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 26 5278 Oakland Lake Circle Permit No 1810-0385, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 28 December, 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 pad. i 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. r U NIV`mISAL ENGINEERING SCIENCES Consultants In: G"eotechnical Engineering • Environmental Sciences Geophysical Services • Mater'ials Testingi Threshol'Onspection Building, Code Administration, Compliance Inspection & Plan Review 820 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Client: Project:, I Area Tested: Type of lest: Technician: Requirements: In -Place Density Test Report R, A No: 0310.1700251.0034 D -i No: UES Report No: 104852-1 DT 122818 Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Oakland Lake Subdivision Lot 26 5278 Oakland Lake Circle Permit No 1810-0385, Fort Pierce, St. Lucie County, FL House pad Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 12/28/2018 Lab: ASTM D1557 Modified Proctor Cliff Cherrnay 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 21180 111.1 12.3 99 A 2 N/E test 0-1 ft 12.00 21180 111.7 12.0 100 A 3 S/E,test 0-1 ft 12.00 21180 109.1 11.8 97 A 4 IStest 0-1 ft 12.00 21180 110.0 11.5 98 A (1) Ref. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture 1 # Density Content 121180 112.0 11.0 (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. I This reportshall not be reproduced, except in full, without the written approval of Universal Engineering Sciences. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance inspection & Plan Review 82D Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 As r field UES Project No.: 0310.1700251.0034 Date Typed: January 02, 2019 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Ryan Homes SCANNED 1450 Centrepark Blvd Suite 340 BY West Palm Beach, FL 33401 , St Lucie County Oakland Lake Subdivision Lot 26 5278 Oakland Lake Circle Permit No 1 rt Pierce, St. Lucie County, FL Wed, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or )ection services on the above project. Testing results and/or inspection observations are reported on the attached The contents of this package are summarized below: Scope of Work Work Order No. I Date Type of Report 1 104852-1 1 12/28/2018 1 In -Place Density Test Report w/Activity Record We the i ICC I ryan this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact signed. '`y�fl�i ti C� •' Vic. elms•.r0 = NO.48?98 r • � ■, STATE OF • ,{�, .• =�4C7i�il�� : •' •�� ,rl�?'Nf i>>�'�', . Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, -P.E. 2019.01.03 1.5:15:09 -05'00' Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 This item has been electronically signed and sealed by Richard E. Noagiln, P.F- using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verirred on any electronic copies. cbugg@nvrinc.com; ellbdhl@nvrinc.com; Imhoff, Bryan IBIMHOFF@nvrinc.com]; jomcalll@nvrinc.com; rofingar@nvdnacom; sign/seal MAIL to ; at 1777 Wcilows Square, Vero Beach, FL 32966 RECEIVED tarts 0 7 2019 Permitting Department St. Lucie County, FL UNIVERSAL UES Project No: 0310.1700251.0034 UES DOCS No: UES Report No: 104852-1 ARC 122818 ENGINEERING SCIENCES On -Site Time (hrs):1.00 Consultants In: Geotechnical Engineering a Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services • Materials Testing • Threshold Inspection Travel Time (hrs): 0.50 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.50 Brevard Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 Activijy Record Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Oakland Lake Subdivision Lot 26 5278 Oakland Lake Circle Permit No 1810-0385, Fort Pierce, St. Lucie County, FL Date of Activity: Friday, 28 December, 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 pad, on site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House All test(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the ct compaction requirements of 95% of the maximum dry density per ASTM D-1657. The Contractor was notified of the test results or a copy was left for their records. 0310.1700251.0034 UNIVERSAL UUES ES DOCS Noo: ENGINEERING SCIENCES UES Report No: 104852-1 DT122818 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 26 5278 Oakland Lake Circle Permit No 1810-0385, Fort Pierce, St. Lucie County, FL Area Tested: House pad Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 12/28/2018 Lab: ASTM D1557 Modified Proctor Technician: Cliff Cherrnay Requirements: q 95% of Proctor maximum d density.These tests apply to the fill and/or surficial soil conditions conditi soils only and do not address the of the underlvinq below the tested depths. j Test ' No: Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % C-map 9tion Comments (3) 1 NM test 0-1 ft 12.00 21180 111.1 12.3 —99 A 2 WE test 0-1 ft 12.00 21180 111.7 12.0 100 A 3 WE test 0-1 ft 12.00 21180 109.1 11.8 97 A 4 ' SMI test 0-1 ft 1 12.00 1 21180 1 110.0 1 11.5 1 98 A (1); Ref. Datum: 0 = Top of Final Grade (2)' Maximum Optimum Proctor Dry Moisture # Density Content 21180 112.0 11.0 (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 wrftten approval of Universal Engineering Sciences. I