The URL can be used to link to this page

Home My WebLink About216577-3d Compaction REVISED signedHeadquarters 1W 10 Z t ENGINEERING Sebastian, FLIg329 81 A% 171\/i AND TESTING Orlando 723 Progress Way Sanford, FL. 32771 REVISED: PERMIT ADDED September 15, 2021 September 15, 2021 CONTRACTOR: Ron Raymond Construction, Inc. P.O. Box 12058 Fort Pierce, FL 34979 JOB LOCATION: 18103 Bridle Way Fort Pierce, Florida PERMIT #: 21050729 To Whom it may concern, Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net KSM JOB # : 216577-3d/MM/jam Enclosed, please find the nuclear density test results performed on the next lift at the above referenced project. Should you have any questions, please feel free to contact our office. Respectfully, Digitally signed by This item has been electronically signed and Julie Keller sealed by Julie Keller, P.E. FI. Lic. 68866 on the date stat,d directly to the right using a digital signature. Date• Printed copies of [his document are not nsidered signed and sealed and the gnature must b,—ified on anyeleotmnia 2021.09.15 copies. 09:27:12 -04'00' Julie E. Keller, P.E. President PE # 68366 09/15/21 Email: raymond24@bellsouth.net Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Certified Women Owned Business - WBE Headquarters ZP CM t ENGINEERING Mailing 11345 U.S. Highway 1 PO Box 78-1377 Sebastian, FL. 32958 i%17A1/i AND TESTING Sebastian, FL. 32978 Orlando Phone: 772-589-0712 723 Progress Way C.A.# 5693 Sanford, FL. 32771 KSMengineering.net SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 6938 REVISED: PERMIT ADDED September 15, 2021 DATE TESTED: September 7, 2021 KSM JOB #: 216577-3d/MM/jam NUC # 4590 PERMIT #: 21050729 Nuc Model: Troxler 4590 Nuc Serial #: 79187 CONTRACTOR: Ron Raymond Construction, Inc. Moisture Probe Model #: 6760 JOB LOCATION: 18103 Bridle Way Moisture Probe Serial #: 079097 Fort Pierce, Florida ITEM TESTED: Compacted Foundation Fill - Next Lift TEST LOCATION PEN DRY MAX. DRY PERCENT DEPTH OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION 1 N.E. 24"-36" 10 D 109.3 111.2 98.3% 2 S.E. 110.4 99.3% 3 Center 109.7 98.7% 4 S.W. 108.9 97.9% 5 N.W. 108.8 97.8% Soil Description: Brown Sand with Traces of Shell In Place Moisture: 12.7% Proctor Optimum Moisture: 12.0 % Proctor Max. Dry Density: P.C.F. 111.2 @ Test Locations the Density & Penetrometer readings indicate the Degree of Compaction Meets Disclaimer: Contractor is responsible to maintain Minimum Requirement the tested area in the condition that KSM for Unstaked Foundation completed the indicated passed compaction test. KSM is not responsible if the tested area has been Julie E. Keller, P.E. President altered from the approved inspected condition. PE # 68366 9/15/2021 Email: raymond24@bellsouth.net Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Certified Women Owned Business - WBE Headquarters 1W 10 Z t ENGINEERING Sebastian, FLIg329 81 A% 170,LVL AND TESTING Orlando 723 Progress Way Sanford, FL. 32771 SOIL COMPACTION REPORT ASTM D 1557 DATE TESTED: September 7, 2021 PERMIT #: 21050729 CONTRACTOR: Ron Raymond Construction, Inc. JOB LOCATION: 18103 Bridle Way Fort Pierce, Florida Mailing PO Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A.# 5693 KSMengineering.net KSM JOB # : 216577-3d/MM/jam 113.0 I I I I I I I W E I I I I I I I I I112.0..—....—..—.—..—.. .—..—..�..—....—..— G I I I I I I I I H �..—..�..—..— T I I I I I I I 110.0 i= I I.._..—�.—.._..L.. I.._..-1._..—..I—..— �..—..— C I I I I I I I I I I I I I I F 109.0 —.. i ..—..—i.—.. i —.. i ..—..—i.—..—..�..—..— • I I I I I I I I 108.0 y—..—.. —..—.—..—..r—..—..-T..—..—I.—..—..11—..—..-T..—..— D R I I I I I I I I Y107.0..—....—..—.—..—..I.—..—..F-..—....—..— I I I I I I I I 106.0—..—....—..-1.—..—....—..4..—..-1.—..—..r..—..�..—..—� 7 8 9 10 11 12 13 14 15 Moisture - % of Dry Weight Soil Description: Brown Sand with Traces of Shell Proctor Optimum Moisture: 12.0% Proctor Max. Dry Density: P.C.F. 111.2 Julie E. Keller, P.E. President PE # 68366 9/15/2021 Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting Proudly Serving Florida since 1990 Certified Women Owned Business - WBE