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MOISTURE-DENSITY RELATIONSHIP
if' Calk t Ri7jYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: G Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) February 7, 2019 KSM JOB #: 190553-1 p 1812-0035 Dunlap Construction Group LLC GN 5 laN D Ocean Resorts St.t.01p_ 5101 Highway A1A Fort Pierce, Florida 107 T----T---,----I----r----T---, I I I I I I I I I I I I I I I I I I I I I 1064----+----4---- I---- ---+---� I I I I I I I I I I I I I I I I I I I I 105E---� -------1----1---- --- I I I I I I I I I I I I I I I I I I I I I I I I I I I 104 T---T--,----I----T— —T--- I I I I I I I I I I I I I I I I I I I 1034----+-------I----+----+---� I I I I I I I I I I I I I I I I I I I I I 102 10 11 12 13 14 15 Moisture - Percent of Dry Weight Brown and Tan Sand with Shell Fragments 105.8 P.C.F. 12.0 Percent Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 IV OIL t 41L31VL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM©KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: February 7, 2019 KSM JOB #: 190553-1 p PERMIT #: 1812-0035 CONTRACTOR: Dunlap Construction Group LLC JOB LOCATION: Ocean Resorts 5101 Highway A1A Fort Pierce, Florida 107T----T--- 1----I----r----r---, I I I I I I I I I I I I I I I I I I I I I 106+---+----I----I----4----+----I a I I I I I I I I I I I I I 104T----T---I----I----1----r---, I I I I I I I I I I I I I I I I I I I 103+----4-----I----I-------+--- a I I I I I I I I I I I I I I I I I I I I I 102�--------------ti---�---� 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown and Tan Sand with Shell Fragments Max. Dry Density: 105.8 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 41a1t z%171Vi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 _ FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: April 4th, 2019 KSM JOB #: 190553-2p PERMIT #: 1812-0035 CONTRACTOR:, Dunlap Construction Group LLC JOB LOCATION: Ocean Resorts 5101 HighwayA1A Fort Pierce, Florida 107T---T--Z--,---,---r--T--7--, I I I I I I I I I I I I I I I I I I 106L__1__1__J--- I__ I I I I I I I I I 0 I I I I I I I I u 105t--t-- --1-- I---F--+ —i-- i V I I I I I I I I I a I I I I I I I I F I I I I I I I I = 104 I -- I -- I- I --- I -- I -- I--- I -- I I I I I I I I I I I I I I I I I I I I I I I I I 1 102 -r--T----r---7---I---r---7----t---7 I I I I I I I I I I I I I I I I I I 101 4---4-_4---4---4-- 7 8 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Fine Tan Sand Max. Dry Density: 166.0 P.C.F. Optimum Moisture: .12.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 Tip C 1 t R1.7jYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) DATE TESTED: February 7, 2019 KSM JOB #: 190553-1 p PERMIT M 1812-0035 CONTRACTOR: Dunlap Construction Group LLC JOB LOCATION: Ocean Resorts 5101 HighwayA1A Fort Pierce, Florida 107 T---T----1----I----r---7---1 I I I I I I I I I I I I I I I I I I I I I 1064----+---- I----�---+----4 p I I I I I I I LL I I I I I I I cU 105 _— — — — -I --- ----I---- L——— -I- ---J a I I I I I I = I I I I I I I 104T---T---1----I----r——T----I I I I I I I I I I I I I I I I I I I I 1034----+----l----I-------+---� I I I I I I I I I I I I I I I I I I I I I 1024-------- I ---- i---4----4 9 10 11 12 13 14 15 Moisture - Percent of Dry Weight Soil Description: Brown and Tan Sand with Shell Fragments Max. Dry Density: 105.8 P.C.F. Optimum Moisture: 12.0 Percent Julie E. Keller, P.E. President Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366