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HomeMy WebLinkAboutCompaction Test - Stefani - 2005-0607HeadquartersV I1345 t ENGINEERING Box 7Mailing 8-1377 11345 USHighway 1 PO Sebastian, FL. 32958 ZZ jrj AND TESTING 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: PERMIT #: CONTRACTOR: JOB LOCATION: June 25, 2020 56-SF-2087164 Brett Webster Tractor 20024 Southern Star Drive Fort Pierce, Florida KSM JOB #: 202839-2d/CH/jo NUC # 417 Nuc Model: 3500 Nuc Serial #: 3417 ITEM TESTED: Compacted Foundation Fill - 2nd Lift TEST LOCATION PEN DRY MAX. DRY PERCENT DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION 1. N.W. 0" - 12" 50 110.4 111.7 98.8% 2 • N.E. 47 110.1 98.6% 3. Center 55 111.0 99.4% 4. S.W. 45 109.4 97.9% S. S-E. 50 110.8 99.2% Soil Description: 113.0 Brown Sand W E In Place Moisture: I G • 112.0 •f— 10.2% H I T I I 1 I I Proctor Optimum Moisture: 111.0 j— —.I. —E•,__ ,.—..1..- 11.0% P I I I I Proctor Max. Dry Density: P.C.F. C 111.7 110.0 I._.._l.—..�.._. � ------ F I I I @ Test Locations the Density & I I Penetrometer readings indicate the j I 109.0*"— I Degree of Compaction Meets I Minimum Requirement R Y I I I l I for Unstaked Foundation 1080,.—..�.--..T ••—•.+ Respectfully Submitted: 8 9 10 11 12 13 14 ��IISIIIIRIf11/l • ,No. 68366 ATE OF Er�t, IC7z1 Presid : PE# 68366 7/2/2020 Email to: brett.webster@yahoo.com Moisture - % of Dry Weight 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 lin Headquarters I' 04% AN ENGINEERING PO Box 78-11377 11345 U.S. Highway 1 Sebastian, FL. 32958 AN &JwLVL A N j� FSTI N G Sebastian, 58 32978 -0712 Orlando �F PP �� �®�I 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: June 25, 2020 KSM JOB #: 202839-id/MH/jo PERMIT #: 56-SF-2087164 NUC # 630 CONTRACTOR: Brett Webster Tractor Nuc Model: MC-IDR-P JOB LOCATION: 20024 Southern Star Drive Nuc Serial #: 30630 Fort Pierce, Florida ITEM TESTED: Compacted Foundation Fill - 1st Lift TEST LOCATION PEN DRY MAX. DRY PERCENT OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION 1. N.E. 0" - 12" 50 106.9 111.7 95.7% 2. S.E. 50 108.9 97.S% 3. Center 50 109.3 97.9% 4. N.W. 50 110.4 98.8% 5. S.W. 50 108.4 97.0% Soil Description: 113.0 w Brown Sand E I I I I I In Place Moisture: � 112.0 �..—.�—..—.�.—..—�.... ...... ... I I I I I 4.4% H I I I T Proctor Optimum Moisture: 1110 tI P Proctor Max. Dry Density: P.C.F. C 111.7 110.0.•.•--.,..._ F @ Test Locations the Density & I I I I I Penetrometer readings indicate the logo I Degree of Compaction Meets © R I I I I 1 Minimum Requirement Y I I I I I for Unstaked Foundation 108.0 Respectfully Submitted: 8 9 10 11 12 13 14 Moisture - % of Dry Weight Disclaimer: Contractor is responsible to maintain ' � the tested area in the condition that KSM aG�N' .• completed the indicated passed compaction test. No = KSM is not responsible if the tested area has been W = altered from the approved inspected condition. Mai ' . V. IDt, ii'�erfh� PE# 81439 6/26/2020 Email to: brett.webster@yahoo.com Proudly Serving Florida since 1990