Loading...
HomeMy WebLinkAboutKSM11345 U.S. Ilighway I Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL.1 32771 October 1, 2019 CONTRACTOR: Joseph Miranda 9224 Bay Drive Surfside, FL 33154 7916 S. Ocean Drive Jensen Beach, Florida IT PO Box 78-1377 Sebastian, FL. 32978 Phone. 772-589-0712 C.A. 5693 KSMengineering.net KSMJOB #: 193472-Id/KAH/Ct Dear Mr. Miranda, Enclosed, please find the nuclear desity test results perforrned.on the lifts far the pad at the above referenced project Should you have any question, please feel free to contact our office. Respectfully, " V0 ®P-F! ler, 6 ler, P,E� $ I R Em III&��W1'r'a%n"da@jfMinc.bIz R:I OCT 16 2019 Permitting Department S ,t. Lucie County, FL 10/01/19 Proudly Serving Fl"'Oa since 1990 11345 U.S. Highway Sebastian F'L' 3295E Orlando 723 Progres's Way Sanford, FL.? 82771 DATE TESTED PERMIT # Joseph Miranda 7916 S. Ocean Drive Jensen Beach, Florida MATERIAL A Beach Send & Tan Sand with Traces of Shall Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering. net KSMJOB#: 193472-1d/Ml-l/ct ITEM TESTED Lifts for the Pad TEST LOCATION PEN DRY MAX. DRY OF SAMPLE DEPTH Mot I sutre PERCENT READ READ DENSITY COMPACTION VALUE (P.C. F.) Ist Lift 1. N. E. Off - 1211 2.21 so 109.5 Al 111.3 98.4% 2. S.E. It It so 107.2 Al 111.3 96.3% 3. Center At so 109. 6 1 Al :111.3 9815% 4. N.W. If so 107.9 A 1 111.3 96.9 96.91© 5. so 108.6 A 1 1113 97.6% Final Lift 6. NX. 1211-2411 4.8% so 107.8 A 1 111.3 96.9vo 7. S. E. At it 50 108.8 A 111.3 97.8% 8. Center it 50 108.9 A 1113 97,8% 9. N.W. If 1: 50, 106.7 A 111.3 95.9% 10. N.W. rr 50 1083 A I 111.3 973% @ Test Locations The Density & Penetrometer Readings Indicaie the Degree of Compaction Meets Minimum Required. Discl imer. Contractor is responsible -to for Unstaked Foun for Staked Foundation main in the building pad in the condition that i 15M completed the indicated passed compdOn test. KSM is not retponsible if the bl 11ding pad has been altered from Julie E. Keller, FIX. the approved inspected condition, President PE # 68366 10/1/2019 Proudly Serving Florida since 1990 ffENG 40 S 11345 U.S. Highway Iebastian, FL. 32958 Orlando A N I 723 Progress',way Sanford, FL.1 32771 SOIL compAcriON REP( ASTM D 1557 and ASTM D 1 DATE TESTEd. Spetember 27th & 30th, 2019 PERMIT CONTRACTOO. Joseph Miranda JOB LOCATION 7916 S. Ocean Drive Jensen Beach, Florida Mailing PO Box 78-1377 Sebastian, FL, 32978 Phone: 772-68M712 C.A,# 5693 KSMengineering.net M JOB #: 193472- Id/MH/ct 112.0 W E G 111.0------- H P C F 109,0 L D R Y 108.0 107.0 6 7 8 9 10 1 1 12 13 14 Soil A Description: Beach Sand & Tan Sand with Traces of Shell, ' 00MUM Moisture: Max. Dry Density: P.C.F. 111.3 Julie E. Keller, P.E. President PE # 68366 Moisture - % Of Dry Weight 10/1/2019 Proudly Serving Florida since 1990 October 14, 2019 KSM JOB # : 193472-2d/MH/ct CONTRACTOR: Joseph Miranda 9224 Bay Drive Jensen Beach, Florida JOB LOCATION: 7916 S. Ocean Drive Jensen Beach, Florida PERMIT #: �I To Whom it may concern, i i Enclosed, please find the nuclear desity test results performed on the compacted foundation fill for the final lift at the above referenced project li Should you have any question, please feel free to contact our office. I I i i i I i i Respectfully, nc.biz 10/14/19 Proudly Serving Florida since 1990 Headquarters .11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 DATE TESTED: PERMIT #: CONTRACTOR: SOIL COMPACTION RI ASTM D 1557 and ASTM D 292,2 i i Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.## 5693 KSMengineering.net October 11, 2019 KSM JOB # : 193472-2d/MH/ct i i Joseph Miranda JOB LOCATION: 7916 S. Ocean Drive Jensen Beach, Florida ITEM TESTED: Compacted Foundation Fill - Final Grade TEST LOCATION PEN DRY MAX. DRY PERCENT DEPTHREAD OF SAMPLE DENSITY PROCTOR VALUE (P.C.F.) COMPACTION 1. N.E. 24" - 36" 50 110.3 111.3 99.1% 2. S.E. so 111.4 100.1°% 3. Center 50 108.8 97.8% 4. N.W. 50 107.4 "' 96.5% 5. S.W. 50 108.3 97.3% Sall Description: Tan Sand with Shell i In Place Moisture: 5.5% i Optimum Moisture: 11.0% I Max. Dry Density: P.C.F. 111.3 i @ Test Locations The Density & Penetrometer Readings Indicate the Degree of Compaction Meets Disclaimer: Contractor is responsible to maintain Minimum Required the building pad in the condition that KSM for Unstaked Foundation completed tie indicated passed compaction test. KSM is not responsible if the building pad has Julie E. Keller, P.E. been altere frorn the approved inspected President canditiom i PE # 68366 10/14/2019 Proudly Serving Florida since 1990 Headquarters Mailing .11345 U.S. Highway 1 E ► , �� PO Box 78-1377 Sebastian, FL. 32958A%" AVA AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress Way C.A.# 5693 Sanford, FL, 32771 SOIL COMPACTION REPORT ` KSMengineering.net ASTM D 1557 and ASTM D 29221 DATE TESTED: October 11, 2019 KSM JOB #: 193472-2d/MH/ct PERMIT #: I CONTRACTOR: Joseph Miranda JOB LOCATION: 7916 S. Ocean Drive Jensen Beach, Florida 112.0 I I i I III I I E I I [ I I II I G111.0—.._.._ ._..__._.._.._ .._.._ _.._.._.._.._. H T l i l I Ii I 110.0 L.._..-1..—.._1.._...._...1_ .. �. _.._J._..—..L. �.._.._. P I I I [ I II I ! C 109.0 4- F 108.0_r_.. i_.._....—.._._..—..�.._..�.._.._. D R I I I ! [ I Y 107.0 i i i� •i i - ii i i I i i i i II i I 1om 6 7 8 9 10 11 12 13 14 I I Moisture - % of Dry Weight I Soil Description: Tan Sand with Shell Optimum Moisture: 11.0% Max. Dry Density: P.C.F. 111.3 I Julie E. Keller, P.E. President I PE # 68366 10/14/2019 Proudly Serving Florida since 1990