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HomeMy WebLinkAboutCompaction TestHeadquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 April 28, 2020 TP CA IL S ENGINEERING £'.iIVL AND TESTING Mailing P0 Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering. net KSM JOB U: 201936-ld/MH/ct CONTRACTOR: Gary Martinez 4385 SW Shadd St Port St Lucie, FL 34953 JOB LOCATION: 1217 Riverbend Trace Port St Lucie, Florida PERMIT U: 2003-0072 To Whom it may concern, Enclosed, please find the nuclear density test results performed on the additions at the above referenced project. Should you have any question, please feel free to contact our office. Respectfully, ç.. / JuBe E. Keller, '.. c O44/ 04/28/20 Proudly Serving Florida since 1990 Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing P0 Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering. net ZP CA IL S ENGINEERING .IS.i.IVL AND TESTING SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: April 27, 2020 2003-0072 Gary Martinez 1217 Riverbend Trace Port St Lucie, Florida KSM JOB #: 201936-ld/MH/ct NUC# 630 Nuc Model: MC-10R-P Nuc Serial #: 30630 ITEM TESTED: Additions TEST LOCATION OF SAMPLE DEPTH PEN DRY MAX. DRY READ DENSITY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION 1. Center of Addition 011-1211 51 111.4 113.0 98.6% 2. Center of E. Addition 50 110.3 97.6% Soil Description: Brown & Gray Sand with Shell In Place Moisture: 5.4% Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 113.0 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Staked Foundation Julie E. Keller, P.E. President PE# 68366 4/28/2020 Disclaimer: Contractor is responsible to maintain the tested area in the condition that KSM completed the indicated passed compaction test. KSM is not responsible if the tested area has been altered from the approved inspected condition. Proudly Serving Florida since 1990 Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 XP C4 'L S ENGINEERING LJ4 AND TESTING SOIL COMPACTION REPORT ASTM D 1557 Mailing P0 Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: April 27, 2020 2003-0072 Gary Martinez 1217 Riverbend Trace Port St Lucie, Florida KSM JOB #: 201936-ld/M H/ct W E G H T P C D R Y 114.0] 113.0 112.0 111.0 . 110.0 109.0 108.0..—..4..—..—.—.—..-4——!————"- 6 7 8 9 10 11 12 13 14 Moisture - % of Dry Weight Soil Description: Brown & Gray Sand with Shell Proctor Optimum Moisture: 11.0% Proctor Max. Dry Density: P.C.F. 113.0 Julie E. Keller, P.E. President PE 4* 68366 4/28/2020 Proudly Serving Florida since 1990