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Home My WebLink AboutMISCWILD: Y T DYNAMIC CONE LOG, Page I of I Company Name Company Street 4 Company City, State, Zip KSM Engineering & Testing 11345 Hwy. U.S. I Sebastian, Florida 32958 HOLE #: DC -I, Center Section of Proposed Footer CREW: DP PROJECT: Dunlap Construction ADDRESS: 5101 HighwayAlA LOCATION: Fort Pierce, Florida PROJ ECT N UMBER: 190297- I we DATE STARTED: 02-06-2019 DATE COMPLETED: 02-06-2019 SURFACE ELEVATION: N/A WATER ON COMPLETION: 72"+ HAMMER WEIGHT: 35 lbs. CONE AREA: 10 sq. cm DEPTH BLOWS PER 10 cm RESISTANCE K cm' GRAPH OF CONE RESISTANCE 0 50 100 150 N' TESTED CONSISTENCY NON -COHESIVE COHESIVE - 2 8.9 2 VERY LOOSE SOFT - 3 13.3 •• 3 VERY LOOSE SOFT - 1 ft 3 13.3 •• 3 VERY LOOSE SOFT 3 13.3 •• 3 VERY LOOSE SOFT 2 8.9 2 VERY LOOSE SOFT - 2 It 3 13.3 •• 3 VERY LOOSE SOFT - 3 13.3 •• 3 VERY LOOSE SOFT 3 13.3 •• 3 VERY LOOSE SOFT 3 ft 3 13.3 •• 3 VERY LOOSE SOFT - I m 4 17.8 •... 5 LOOSE MEDIUM STIFF - 5 19.3 •••• 5 LOOSE MEDIUM STIFF - 4 ft 7 27.0 ......•.. 7 LOOSE MEDIUM STIFF - 8 30.9 ......••••• 8 LOOSE MEDIUM STIFF - 9 34.7 ......•••••• 9 LOOSE STIFF - 5 ft 10 38.6 ............• 11 MEDIUM DENSE STIFF - 9 34.7 ......•••••• 9 LOOSE STIFF - 10 38.6 ............• I I MEDIUM DENSE STIFF 6 ft 11 42.5 ............••• 12 MEDIUM DENSE STIFF 12 46.3 ............•••• 13 MEDIUM DENSE STIFF 2 m 12 46.3 ............•••• 13 MEDIUM DENSE STIFF 7ft 8ft 9 ft Goy �GP�y z 3m 10ft lift 12 ft 4m 13 It Dunlap Consbudion. 5101 Highway Al A. Fort Pierce, Florida �W1VL 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.: 6693 FAX (772) 589-6469 Date February 6, 2019 Location: 5101 Highway AlA Fort Pierce, Florida HA-1, Center Section of Proposed Footer Depth in Feet Strata From -To -0- 0" - 12" -1- -------------------------- 12" - 72" -2- -3- -4- -5- -6--------------------- Description of Soil Brown Sand -------------------------- Light Brown Sand with Traces of Shell Fragments Water Table: 72"+ Below Existing Grade Job #: KSM 190553-1ha Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 6B366 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 Date February 6, 2019 Location: 5101 Highway AIA Fort Pierce, Florida HA-2, North Section of Proposed Footer ----------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS ----------------------------------------------------------------- 0" - 10" --------------------------------- -1- 10" - 72" 20 -2- 26 -3- 25 -4- 33 -5- 42 Brown Sand -------------------- Light Brown Sand with Traces of Shell Fragments -6- ----------------------------- 47---------------------- Water Table: 72"+ Below Existing Grade Job #: KSM 190553-2ha Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TAP v19 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmongineering.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 Date February 6,'2019 Location: 5101 Highway AlA Fort Pierce, Florida HA-3, South Section of Proposed Footer ----------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS ----------------------------------------------------------------- -0- 0" - 12" Brown Sand -1- ----------------------------- 18----------------------------- 12" - 72" Light Brown Sand with Traces of Shell Fragments -2- 22 -3- 20 -4- 26 -5- 31 -6------------------------------ 46----------- Water Table: 72"+ Below Existing Grade Job #: KSM 190553-3ha Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 WIL—SAT DYNAMIC CONE Lil', i, Page I of I Company Name KSM Engineering & Testing Company Street # 11345 Hwy. U.S. I PROJECT NUMBER: 190297-lwc Company City, State, Zip Sebastian, Florida 32958 DATE STARTED: 02-06-2019 HOLE #: DC-1, Center Section of Proposed Footer CREW: DP PROJECT: Dunlap Construction ADDRESS: 5101 Highway AIA LOCATION: Fort Pierce, Florida DATE COMPLETED: 02-06-2019 SURFACE ELEVATION: N/A WATER ON COMPLETION: 72"+ HAMMER WEIGHT: 35 lbs. CONE AREA: 10 sq. cm DEPTH BLOWS PER 10 can RESISTANCE K cm2 GRAPH OF CONE RESISTANCE 0 50 100 150 N' TESTED CONSISTENCY NON -COHESIVE COHESIVE - 2 8.9 2 VERY LOOSE SOFT 3 13.3 •• 3 VERY LOOSE SOFT - 1 ft 3 13.3 •• 3 VERY LOOSE SOFT - 3 13.3 •• 3 VERY LOOSE SOFT 2 8.9 2 VERY LOOSE SOFT - 2 ft 3 13.3 •• 3 VERY LOOSE SOFT - 3 13.3 •• 3 VERY LOOSE SOFT 3 13.3 •• 3 VERY LOOSE SOFT - 3 ft 3 13.3 •• 3 VERY LOOSE SOFT - I on 4 17.8 •••• 5 LOOSE MEDIUM STIFF - 5 19.3 •••• 5 LOOSE MEDIUM STIFF - 4 It 7 27.0 ......••• 7 LOOSE MEDIUM STIFF - 8 30.9 ......••••• 8 LOOSE MEDIUM STIFF - 9 34.7 ......•••••• 9 LOOSE STIFF - 5 ft 10 38.6 ............• I I MEDIUM DENSE STIFF - 9 34.7 ......•••••• 9 LOOSE STIFF - 10 38.6 ............• I MEDIUM DENSE STIFF - 6 ft 11 42.5 ............••• 12 MEDIUM DENSE STIFF - 12 46.3 ............•••• 13 MEDIUM DENSE STIFF - 2 m 12 46.3 ............•••• 13 MEDIUM DENSE STIFF 7ft 8ft 9ft - 3m loft 63�Q'��\V - JV lift 12 ft 4m 13 ft Dunlap construction, 5101 Highway A1A, Fort Pierce, Florida Tl C 1 t 4%Ij1Yi 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 Date February 6, 2019 Location: 5101 Highway AlA Fort Pierce, Florida HA-1, Center Section of Proposed Footer Depth in Feet Strata From -To -0- 0" - 12" -1- -------------------------- 12" - 72" -2- -3- -5- -6- ----------------- Description of Soil Brown Sand ------------------------ Light Brown Sand with Traces of Shell Fragments Water Table: 72"+ Below Existing Grade Job #: KSM 190553-1ha Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 _ 'v C'1 t atL_3iva 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 Date February 6, 2019 Location: 5101 Highway AlA Fort Pierce, Florida HA-2, North Section of Proposed Footer ----------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS ----------------------------------------------------------------- Q�� 0" - 10" --------------------- -1- 10" - 72" -2- -3- ZC -5- Q. Brown Sand ------------------------------- 20 Light Brown Sand with Traces of Shell Fragments 26 25 33 42 ----- 47----------------------------- Water Table: 72"+ Below Existing Grade Job #: KSM 190553-2ha Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TrV1t A%1jAVL 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.ksmangineering.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 Date February 6, 2019 Location: 5101 Highway AlA Fort Pierce, Florida HA-3, South Section of Proposed Footer ----------------------------------------------------------------- DEPTH Strata PEN DESCRIPTION OF IN FEET FROM -TO READINGS SOILS ----------------------------------------------------------------- -0- 0" - 12" Brown Sand -1- ----------------------------- 18----------------------------- 12" - 72" Light Brown Sand with Traces of Shell Fragments -2- 22 -3- 20 -4- 26 -5- 31 -6------------------------------ 46----------------------------- Water Table: 72"+ Below Existing Grade Job #: KSM 190553-3ha Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366