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Home My WebLink AboutFIELD & LABORATORY REPORT51.0025 UNIVERSAL Date Typedt No.: Sep ember206, 2018 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences SCAN420 Geophysical' Services • Materials Testing • Threshold Inspection nM Building Code Administration, Compliance Inspection & Plan'Review B J �s 820 Brev!' rd Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 - , �a0e''t�ity}�� Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE Client: Ryan Homes Jj f?a- 1450 Centre ark Blvd Suite 340 � West Palm Beach, FL 33401 - Project) Oakland Lake Subdivision Lot 14 5340 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL As requ sted, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or field ins . ection 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 O ;der No. Date Type of Report 1002 4-1 1 08/31/2018 In -Place Density Test Report w/Activity Record We hm ' this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the un rsigned. Sincerely, Universal En ee igSciences,'Inc. ` No, 0000Certifcate'&& e0549 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 H ICC Emil: cbugg@nvrinc.com; elibrihi@nvdnc.com; Imhoff, Bryan [BIMHOFF@nvrinc.com]; jomcalli@nvrinc.com; rofingar@nvrinc.com; sign/seal MAIL to ryan 116.1$es at 1777 Willows Square, Vero Beach, FL 32966 Revised May 2016 UNIV UES ' =,ject No: 0310.1700251.0025 ERSAL UES DOCS No: UES Report No: 100214-1 ARC 083118 ENGINEERING SCIENCES On -Site Time (hrs): 1.00 Consultants In: Geotechnical Engineering - Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services - Materials Testing i Threshold Inspection Travel Time (hrs): 0.60 Building Code Administration, Compliance Inspection & Plan Review Total Time (hrs): 1.50 820 Brg and 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 Oakland Lake Subdivision Lot 14 5340 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL Date I Activity: Friday, 31 August, 2018 Tec Cliff Cherrnay As regUested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthw,#rk testing for the House lot. While 'I site, the technician observed the general condition of the areas to be tested and performed 4 density test(s) for House lot. All p st(s) were performed in accordance with the ASTM D-6938 Nuclear Gauge Method and were found to meet the project comps; tion 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 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering * Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brev, rd Avenue, Rockledge, FL 32966 - 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 Projecill l' : Oakland Lake Subdivision Lot 14 5340 Oakland Lake Circle, Fort Pierce, St. Lucie County, FL I Area sted: House lot ` e UES Project No: 0310.1700251.0025 UES DOCS No: UES Report No: 100214-1 DT 083118 Type f Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 08/31/2018 j Lab: ASTM D1557 Modified Proctor Tech li Requ Cliff Cherrnay ents: 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. I I Location of Test Range Depth (inch) Proctor (2) Field Dry Density (PCF) Field Moisture % % Compaction Comments (3) 1 /W Test 0-1 ft 12.00 21143 113.1 11.6 98 A 2 III /E Test 0-1 ft 12.00 21143 109.6 11.2 95 A 3 /E Test 0-1 ft 12.00 21143 112.0 12.5 97 A 4 /W Test 0--1 ft 12.00 21143 112.0 12.1 97 A (1) i ef. Datum: 0 = Top of Final Grade (3) Comments Key (2) ! Maximum Optimum A. Compaction meets min. requirements Proctor Dry Moisture B. Compaction does not meet min. requirements # Density Content C. Moisture does not meet requirements 21143 115.0 12.0 D. Recompaction required E. Recomoacted. Retested. Meets Requirements I UNIVERSA.L. !i- ENGINEERING SCIENCES Consultants Im Geotechnical-Engineering -'Environmental Sciences Geophysical Services • Materials Testing • Thresh6ld Inspection Building Code Administration, Compliance Inspection & Plan Review 820 Brev 11�d Avenue, Rockledge, FL 32955 - P: 321.638.0808 - F: 321.638.0978 UES Project No.: 0310.1700455.0000 Date Typed: September 11, 2018 Construction Materials Testing Services FIELD AND LABORATORY REPORT COVER PAGE SEP 19 2018 Client: Ryan Homes ST. Lucie Coup 1450 Centrepark Blvd Suite 340 �' I'4tml West Palm Beach, FL 33401 180$ — 000 ( Project:.) Oakland Lake Estates Subdivision House Lot Investigation Lot 14 5340 Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL As requ� ted, Universal Engineering Sciences, Inc. (UES) representative(s) performed construction materials testing and/or Field inen nfinn caniinae nn fha ohnum nmiarf Taefinn ramJte onellnr inenPCtinn nhePrl/atinnS nrP rPnnrtPrf nn fhP of ne+Prf sheets. he contents of this package are summarized below: Scope of Work Work Or er No. Date Type of Report 6633 1 10/11/2017 In -Place Density Test Report w/Activity Record We hop'' this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the und' rsigned. Sincerely, Universal Engineering Sciences, Inc. ED ❑ REVIEWED AS NOTED s. RESUBMIT 0 \+'' '� Certificate of Authorization No. 00000549 Richard E. REUI -; kEVI C; NOT REJECTED/RESUBMIT VIEWFc: ❑ FOR YOUR INFORMATION .) •' • . Hoaglin, P.E. Sut1rr:1, and ,en NGE1vSF 1, and rr..e ,:! for conformance with design inte ~ • i ! al comr - � •� .�,;: :he Contract Documents on�� .' * � = • ` �' �•�� 2018.09.12 � Notati0n On N.. :: ;,,;,, !;;loges to ConUacI Suac . -- Q. 481§6 Reuiuws Contia(to,!r;,1C{ comment.. Q:! ; co,rera-oils does not relieve t�. _ � - 12:38:38 Contract' nccurn•:r•ts the ! e., ;.c �o, c�ut,ur,-r19 a',! �;,r vrdt!ng � . . ;� :,S.TATE OF % 11�/� -04r00r quantitie process f,ty U.,r.ru.:,•. Verances cleai,nces 1e11) Mdtlo it.:: ::to sc;�rnces c: roost uc ion,, . = ' '• •• �� eompahb work rr.,r;: a•S any a .a,! coor ndt+On their /is.,�' Lc�Z:t7 ..• ` �� JI%• wit' with the work in is ot'::r r t doe a'rtl :� 'a;fot ir_r ar anr.';r,,tacu,;y mannar aiitl for tul Omphance ��` �f/N�IL.,E` �rocun:rn;s Richard E. Hoaglin, P.E. r J , FLORIDA Professional Engineer No. 48796 D E REUI A. B. DESIGN ROUP 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 verged on any electronic copies. ICC Em it: iomcall0rivrinc.com: tridleviSinvrinc.com FILE CODV j UES Project No: 0310.1700455.0000 UNI'SAL ► E UES DOCS No: UES Report No: 66331-1 ARC 101117 ENGINEERI,NG- SCIENCES On -Site Time (hrs): 0.25 Consultants In: &otechnical Engineering-o Environmental Sciences Lab Time (hrs): 0.00 Geophysical Services k Materials.Testing ; Threshold, Inspection, Travel Time (hrs): 0.26 Building Code Administration;Compliance.Inspection`&PIan'Review Total Time (hrs): 0.50 820 We and 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 Projec : Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 Technj,blan: Cliff Cherrnay As reg#sted, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for Lot 14. DENSI TEST While site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 14 at 534 � Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found to mee' I the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. CHECK also hand augered to a depth of 5' and no organic material was found. The 4fi,soils appear to be suitable granular materials without expansive clays and are in accordance with the a med building code soil conditions of 2,000 psf that the designer noted was used for design of the foundations. UNIVERSAL -E'NGINEERING SCIENCES Cdnsultan.s In.'Geotechnical Engineerin!" 4 Environmental Sciences a GeopF'kiical $pirJices `• Materials Testing Threshold'lhspection Building:Code Administration, Compliance Inspection & Plan Review 820 Breva 10 Avenue, Rockledge, FL 32956 - P: 321.638.0808 - F: 321.638.0978 UES Project No: 0310.1700455.0000 UES DOCS No: UES Report No: 66331-1 DT 101117 In -Place Density Test Report Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle, Ft. Pierce, St. Lucie County, FL Area Tested: Lot 14 Type o Test: Field: ASTM D-6938 Nuclear Gauge Method Date of Test: 10/11/2017 Lab: ASTM D1557 Modified Proctor Cliff Cherrnay Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions oniv and do not address the condition of the underivino soils below the tested depths. Field Dry Field Test 1,1 Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 LJ'i 14 0-1 ft 12.00 7492 116.6 12.3 101 A (1) R' f. Datum: 0 = Top of Final Grade (2) Maximum Optimum Proctor Dry Moisture # Density Content 7424 115.0 12.0 (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. Recomr)acted. Retested. Meets Requirements