Loading...
HomeMy WebLinkAboutFIELD AND LAB REPORTea % Client;_ Ryan Homes 1450 Centrepark Blvd Suite 340 FILE West Palm Beach, FL 33401 COPY Project: Oakland Lake Estates Subdivision House Lot Investigation Lot 4 5202 Oakland Lake Circle, 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. IThe contents of this package are summarized below: Scope of Work Work Ortler No. Date Type of Report Ry 66331-1 10/11/2017 In -Place Density Test Report WActivity Recordf Lucip I We hope this information the undersianed. is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact O`REVIEY W, o ROMM ASNOTED,, ❑ REVISE & RESUBMIT 0 REJEM/ RESUBMT 0 NOT REVIEWED O FOR YOUR INFONAT", Siibarittals ti reirNWN ,for i:oahrldoui >fit1:'deaiMn iehnt •N ppMroI C'SMUe>teo Vito !Nt CNtrocf thcereents, only. lots Wasle Not Aetkon:u'Cksoges to ,Contract' Sam. tterieNs, Comments ""r'cer odds does at re ieve the Ceetroctor from Compliance Wilk Ho, Conttact t)mments. The Contractor is responsible for' coafinelei aw' arfelating-all aeontities, dimensionsAolefances, ekarsaees, fabrication processes, techniques and seqvenees of construction, compatibility of materials and ideteffels coerdiostfon at their work with other trades'ed'44centroctors, prfanrance of, woi k in a safe and satisfactory rraerrrerA for fill coplMoce rnth the Contraif Docurmts. ®' f. `N, �N`�:,�1..F: "w •. :,S.TATC �flF Sincerely, Universal Engineering Sciences, Inc. Certificate of Authorization No. 00000549 Richard E. Hoaglin, P.E. 2018.09.20 08:23:11 Richard E. Hoaglin, P.E. FLORIDA Professional Engineer No. 48796 P 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: jomcalli@nvrine.com; tridley@nvrinc.com UES Project No: 0310.1700455.0000 UNI E�,RS A.L. UES DOCS No: UES Report No: 66331-1 ARC 101117 ENGINEERING SCIENCES On -Site Time (hrs): 0.25 Consultants In: G;eotechnical Engineering � Environmental Sciences' Lab Time (hrs): 0.00 Geophysical Services Materi& Testing k hT shold Inspection Travel Time (hrs): 0.25 Budding CodeAdministration, Compiiance lnspecton & Plan Review Total Time (hrs): 0.50 820 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 Estates Subdivision House Lot Investigation Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL Date of Activity: Wednesday, 11 October, 2017 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 Lot 4. DENSITY TEST While on site, the technician observed the general condition of the areas to be tested and performed 1 density test for Lot 4 at 5202 Oakland Lake Cir. This test was performed in accordance with the ASTM D-6938 Nuclear Gauge Method and found to melt the project compaction requirements of 95% of the maximum dry density per ASTM D-1557. BEARING CHECK Technician also hand augered to a depth of 5' and no organic material was found. The fill soils appear to be suitable granular materials without expansive clays and are in accordance with the assumed building code soil conditions of 2,000 pef that the designer noted was used for design of the foundations. UNIVERSALUES Project No: DOCS No 0310.1700455.0000 • UES Report No: 66331-1 DT 101117 �.EINGIREERIN.G SCIENCES Consultants In Geotechnical Engineering - Environmental Sciences, Geophysical Sewices Materials Testm;g i Threshold Inspection Building Code Administration..Compliance Inspection & Plan Review 820 Brevard 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 Project: Oakland Lake Estates Subdivision House Lot Investigation Oakland Lake Circle , Ft. Pierce, St. Lucie County, FL Area Tested: Type of Test: Technician: Requi fements: Lot 4 Field: ASTM D-6938 Nuclear Gauge Method Lab: ASTM D1557 Modified Proctor Cliff Cherrnay Date of Test: 10/11/2017 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. Field Dry Field Test Depth Proctor Density Moisture % Comments No. Location of Test Range (inch) (2) (PCF) % Compaction (3) 1 Lot 4 0-1 ft 12.00 7492 118.8 11.7 102 A (1) Ref. 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 7424 115.0 12.0 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.