Loading...
HomeMy WebLinkAboutCompaction testA Universal Sciences snn c .tceCompany UES Project No: 3360.1800067.0000 Workorder No: 239714-1 Report Date: 07/19/2021 607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580 In -Place Density Test Report Client: D.R. HORTON, INC. EAST FLORIDA DIVISION UES Technician: Mark Rogers 1430 Culver Drive, NE Date Tested: 07/15/2021 Palm Bay, FL 32907 Project: CMT CREEKSIDE Yorktown Drive & Okeechobee Road,Fort Pierce, St Lucie County, FL Area Tested: Lot 97 - 3300 Homestead Drive, Ft. Pierce Material: Backfill Reference Datum: 0 = Top of Fill The tests below meet the 95% minimum compaction requirement. Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Laboratory: ASTM D1557 Modified Proctor Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range (pcf) N (pcf) N N Fail 1 Northeast corner of lot 0-1 ft 118.6 10.8 115.2 10.4 97 Pass 2 Southwest corner of lot 0-1 ft 118.6 10.8 116.1 10.4 98 Pass 3 Center of lot 0-1 ft 118.6 10.8 115.E 10.3 97 Pass Remarks: Permit:2105-0821 The in -place density tests were performed within the foundation/building pad footprint of the referenced residential lot. The test results either meet or exceed the requirements of the FHA/HUD manual and the current edition of the Florida Building Code for soil compaction. The Contractor is responsible for maintaining the tested soil sub grade in the same condition that existed at the time UES performed the referenced density tests. UES is not responsible if the tested area is altered from the approved condition at the time of testing. Reviewed By GFA International, Inc FBPE Registry No.4930 H....... JANP, Digitally signed by Paul H � Danforth:A0141 0000000177D4E10021000 = * * 13AF2 No. aassa DN: c=US, o=Universal Engineering Sciences, cn=Paul H -0 STATE OF 40� -Danforth Fl01410C00000177D4E10021000 �SS�ONA� 13AF2 \E Date: 2021.07.19 08:55:34-04'00' Paul H. Danforth Regional VP STATE OF FLORIDA Professional Engineer No. 44653 This item has been digitally signed and sealed by Paul H. Danforth on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1