Loading...
HomeMy WebLinkAboutpermit # 2007-0223 compaction testHeadquarters ENGINEERING PO Box 78-1r377 11345 U.S. Highway 1 Sebastian, FL. 32958 AN% AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress Way SOIL. COMPACTION REPORT C.A.# 5693 Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net DATE TESTED: July 31, 2020 KSM JOB M 203561-1d/MH/ct PERMIT 1#: NUC # 630 CONTRACTOR: Flippen Services LLC Nuc Model:. MC-IDR-P JOB LOCATION: 470 Woodcrest Drive Nuc Serial #: 30630 Ft. Pierce, Florida ITEM TESTED: Compacted Foundation Fill - Guest House Pad TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION 1. N. W. 0" - 12" 50 111.3 114.7 97.0% 2. Center `$ 50 110.4 i" 96.3% 3. S, E. U50 113.60 '99.0!0 Soil Description: 116.0 Brawn & Gray Sand W with Shell E 1 k 1 I ! 1 In Place Moisture: G 115.© 4- 8.9% l-8.9f H 1 T Proctor Optimum Moisture- 114.0 -- - 1— .. f I. —.. — .. -1 • . _ ... 11.0% F, —� I Proctor Max. Dry Density: P.C.F. C I I I I I 114.7 113.0—.._..j——.1.—..—i.—...�.. 1...—... F I I f k Test Locations the Density & ` Penetrometer readings indicate the 112.0 !-- — Degree of Compaction Meets D Minimum Requirement Y for Unstaked FoundationI i I 1 l 111.D-�--•—•,T..—.,.—.----f•—...�..T......r..—.., Respectfully Submitted; 8 9 10 11 12 13 14 `*��tttei�rtf1f��� r-),4 Moisture - % of Dry Weight • .� r Disclaimer: Contractor is responsible to maintain �.' .81439 the tested area in the condition that KSM Cc= completed the indicated passed compaction test. TATE OF KSM is not responsible if the tested area has been .• � S.zoR�P•C,�= altered from the approved inspected condition. o` �C3NA1. ",-0 Bryan E. Aft i ie)P.P�'� V.P. of Engineering PE ## 81439 8/3/2020 Ernail to: flippenscooter@yahoo.com Proudly Serving Florida since 1990