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Home My WebLink About200098-1d Compaction - SIGNEDHeadquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net September 2, 2020 KSM JOB # :200098-1d/CH/ct CONTRACTOR:B & D Grading and Land Clearing P. O. Box 13437 Fort Pierce, FL 34979 JOB LOCATION:8347 Calumet Court Port St Lucie, Florida PERMIT #:2003-0206 To Whom it may concern, Should you have any question, please feel free to contact our office. Respectfully, Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 09/02/20 Email to: bdgrading@att.net A visual inspection was completed from July 27,2020 through August 28,2020 at the above referenced site.It was concluded that in the areas inspected the unsuitable surface soils (muck)had been removed from within the area of the building within a reasonable professional engineering probability and certainty as recommended in our soils report dated January 9,2020.Also,attached are the compaction test results for the imported backfill for this foundation. Proudly Serving Florida since 1990 Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section C - 1st Lift 1. S.E.60" - 72"40 108.1 110.3 98.0% 2. Center "40 108.0 "97.9% 3. N.W."40 108.4 "98.3% Section C - 2nd Lift 4. S.E. 48" - 60"45 109.6 110.3 99.4% 5. Center "43 109.1 "98.9% 6. N.W."43 109.0 "98.8% Soil Description: Brown Sand In Place Moisture: 12.1% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 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. SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 28, 2020 Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section C - 3rd Lift 7. S.W.36" - 48"40 107.9 110.3 97.8% 8. Center "43 108.4 "98.3% 9. N.E."41 108.2 "98.1% Section C - 4th Lift 10. S.W. 24" - 36"45 109.5 110.3 99.3% 11. Center "43 109.1 "98.9% 12. N.E."45 109.6 "99.4% Soil Description: Brown Sand In Place Moisture: 13.8% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 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. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section C - 5th Lift 13. S.E.12" - 24"42 108.2 110.3 98.1% 15. Center "43 108.4 "98.3% 15. N.W."43 108.3 "98.2% Section C - Final Lift 16. S.E. 0" - 12"41 108.4 110.3 98.3% 17. Center "41 108.5 "98.4% 18. N.W."40 108.1 "98.0% Soil Description: Brown Sand In Place Moisture: 12.1% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 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. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section B - 1st Lift 19. S.E.60" - 72"44 108.6 110.3 98.5% 20. Center "45 109.0 "98.8% 21. N.W."44 108.4 "98.3% Section B - 2nd Lift 22. S.W. 48" - 60"47 109.1 110.3 98.9% 23. Center "40 108.2 "98.1% 24. N.E."45 108.8 "98.6% Soil Description: Brown Sand In Place Moisture: 12.8% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 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. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section B - 3rd Lift 25. S.E.36" - 48"43 109.2 110.3 99.0% 26. Center "47 109.9 "99.6% 27. N.W."45 108.7 "98.5% Section B - 4th Lift 28. S.E. 24" - 36"45 109.5 110.3 99.3% 29. Center "44 109.2 "99.0% 30. N.W."45 109.6 "99.4% Soil Description: Brown Sand In Place Moisture: 12.4% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 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. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2002-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section B - 5th Lift 31. S.E.12" - 24"47 109.2 110.3 99.0% 32. Center "42 108.4 "98.3% 33. N.W."45 108.8 "98.6% Section B - Final Lift 34. S.E. 0" - 12"45 109.2 110.3 99.0% 35. Center "45 109.1 "98.9% 36. N.W."45 109.0 "98.8% Soil Description: Brown Sand In Place Moisture: 12.6% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 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. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section A - 1st Lift 37. S.E.60" - 72"40 108.9 110.3 98.7% 38. Center "43 108.3 "98.2% 39. N.W."42 109.0 "98.8% Section A - 2nd Lift 40. S.W.48" - 60"46 109.7 110.3 99.5% 41. Center "45 109.2 "99.0% 42. N.E."45 109.4 "99.2% Soil Description: Brown Sand In Place Moisture: 13.0% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 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. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section A - 3rd Lift 43. S.E.36" - 48"43 108.8 110.3 98.6% 44. Center "43 108.7 "98.5% 45. N.W."45 109.1 "98.9% Section A - 4th Lift 46. S.W. 24" - 36"47 110.0 110.3 99.7% 47. Center "45 109.7 "99.5% 48. N.E."44 109.5 "99.3% Soil Description: Brown Sand In Place Moisture: 12.2% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 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. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 NUC #528 CONTRACTOR:B & D Grading and Land Clearing Nuc Model:MC-1DR-P JOB LOCATION:8347 Calumet Court Nuc Serial #:MD049528 Port St Lucie, Florida ITEM TESTED:Compacted Foundation Fill TEST LOCATION OF SAMPLE DEPTH PEN READ DRY DENSITY MAX. DRY PROCTOR VALUE (P.C.F.) PERCENT COMPACTION Section A - 5th Lift 49. S.W.12" - 24"43 108.7 110.3 98.5% 50. Center "47 110.2 "99.9% 51. N.E."46 109.5 "99.3% Section A - Final Lift 52. S.E.0" - 12"40 108.2 110.3 98.1% 53. Center "43 108.8 "98.6% 54. N.W."43 108.6 "98.5% Soil Description: Brown Sand In Place Moisture: 12.5% Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 @ Test Locations the Density & Penetrometer reading indicate the Degree of Compaction Meets Minimum Requirement for Unstaked Foundation Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 Proudly Serving Florida since 1990 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 July 27, 2020 thru August 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. Headquarters 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 723 Progress Way Sanford, FL. 32771 Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net DATE TESTED:KSM JOB # :200098-1d/CH/ct PERMIT #:2003-0206 CONTRACTOR:B & D Grading and Land Clearing JOB LOCATION:8347 Calumet Court Port St Lucie, Florida Soil Description: Brown Sand Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 110.3 Bryan E. Dahlke, P.E. V.P. of Engineering PE # 81439 9/2/2020 SOIL COMPACTION REPORT ASTM D 1557 July 27, 2020 thru August 28, 2020 Proudly Serving Florida since 1990 105.0 106.0 107.0 108.0 109.0 110.0 111.0 7 8 9 10 11 12 13 14 15 W E I G H T P . C . F . D R Y Moisture -% of Dry Weight