signed and sealed by
TRANSCRIPT
37
29
5
7
6
6
11
35
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
1.
2.
32
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-200=1%
NMC=12%
27
26
4
5
7
5
18
35
N
1.
2.
30
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-200=5%
NMC=21%
32
29
5
4
5
5
18
34
N
0
1.
2.
31
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-200=2%
NMC=20%
35
30
5
7
7
8
17
42
N
1.
2.
34
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.9 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.6 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.9 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.7 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/19/17
4.1'
-80.4317
27.8284
B-3
05/19/17
4.1'
-80.4314
27.8276
B-1
05/19/17
4.4'
-80.4315
27.8280
B-2
05/18/17
4.3'
-80.4319
27.8287
B-4
-5 -5
-10
-20
-30
5
-15
-25
0
-5
0
5
-10
-15
-20
-25
-30
-5
-1.0'
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
-0.8'
-1.1' -1.1'
RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:14 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO01.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-1 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
38
31
7
5
6
7
16
43
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
1.
2.
39
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-200=9%
NMC=25%
34
39
6
4
8
7
20
40
N
1.
2.
36
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
0
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
48
47
5
7
6
8
16
38
N
1.
2.
43
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.7 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.0 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.2 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.9 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/18/17
3.8'
-80.4325
27.8298
B-7
05/18/17
4.3'
-80.4321
27.8291
B-5
05/18/17
4.0'
-80.4323
27.8294
B-6
05/17/17
3.1'
-80.4328
27.8302
B-8
-200=8%
NMC=16%
-5
30
27
6
6
5
6
16
39
N
2.
34
1.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-1.3'
-5
-10
-20
-30
5
-15
-25
0
-5
0
5
-10
-15
-20
-25
-30
-5
-1.5'
-1.8'-2.6'
-200=4%
NMC=7%
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OC=2%
NMC=7%
RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:15 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO02.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-2 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
41
32
4
7
6
5
18
42
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
1.
2.
36
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
43
40
5
7
6
5
12
46
N
1.
2.
41
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
44
45
5
6
7
8
29
53
N
0
1.
2.
41
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-200=2%
NMC=19%
54
52
5
7
9
6
36
48
N
1.
2.
38
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.4 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.6 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.9 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/17/17
4.4'
-80.4332
27.8312
B-11
05/17/17
3.6'
-80.4329
27.8305
B-9
05/17/17
4.2'
-80.4331
27.8308
B-10
05/16/17
4.1'
-80.4334
27.8315
B-12
-2.4'-1.8'
-1.6'-2.1'
-200=5%
NMC=8%
OC=2%
NMC=8%
-200=2%
NMC=19%
OC=2%
NMC=7%
-5 -5
0
5
-10
-15
-20
-25
-30
-5
-10
-20
-30
5
-15
-25
0
-5
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:15 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO03.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-3 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
57
37
4
8
7
7
18
58
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
1.
38
45
38
5
5
7
7
20
44
N
1.
42
-200=1%
NMC=17%
-2.3
65
37
5
4
6
6
12
57
N
0
1.
3.
42
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
44
42
6
8
6
8
23
50
N
1.
2.
35
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.5 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.0 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/16/17
4.0'
-80.4340
27.8325
B-15
05/16/17
4.2'
-80.4336
27.8318
B-13
05/16/17
4.5'
-80.4338
27.8322
B-14
05/15/17
4.2'
-80.4342
27.8328
B-16
-200=13%
NMC=15%
-200=1%
NMC=4%
OC=2%
NMC=5%
-5 -5
-10
-20
-30
5
-15
-25
0
-5
0
5
-10
-15
-20
-25
-30
-5
-2.0' -1.8'
-2.3'
SOME SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
SOME SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
SOME SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
SOME SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:16 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO04.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-4 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
48
28
6
7
6
6
13
56
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
1.
44
57
7
7
9
9
21
N
1.
61
39
38
5
6
9
8
14
50
N
0
1.
40
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
39
37
5
7
8
7
11
45
N
1.
2.
36
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/15/17
4.2'
-80.4348
27.8341
B-19
05/15/17
4.2'
-80.4344
27.8332
B-17
05/15/17
4.4'
-80.4346
27.8337
B-18
05/12/17
4.1'
-80.4350
27.8344
B-20
-200=3%
NMC=18%
99/9"
50/5"
-2.3' -2.2'
-2.5'-2.9'
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO 3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-200=4%
NMC=22%
-200=4%
NMC=22%
-5 -5
-10
-20
-30
5
-15
-25
0
-5
0
5
-10
-15
-20
-25
-30
-5
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.6 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.9 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:17 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO05.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-5 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
88
6
6
8
9
25
N
0 5' 10'
0
1.
81
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
70
6
8
9
8
33
N
1.
69
81
6
8
9
9
18
N
0
1.
80
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
78
5
6
8
10
17
N
1.
81
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.6 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.6 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.9 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.1 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/12/17
4.1'
-80.4357
27.8356
B-23
05/12/17
4.4'
-80.4352
27.8348
B-21
05/12/17
4.4'
-80.4354
27.8353
B-22
05/11/17
3.9'
-80.4359
27.8360
B-24
96/8''
50/5''
-2.6' -2.6'
-2.9' -3.0'
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-5 -5
-5-5
50/5''
50/4''
50/4''
50/5''
99/8''
50/4''
-200=6%
NMC=7%
-200=2%
NMC=17%
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:17 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO06.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-6 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
89
6
7
10
8
45
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
0
1.
74
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
94
7
9
10
11
49
N
1.
60
88
6
7
8
9
32
N
0
1.
72
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
85
6
7
8
6
41
N
1.
76
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.1 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.9 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.1 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.9 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/11/17
3.9'
-80.4365
27.8372
B-27
05/11/17
3.9'
-80.4361
27.8364
B-25
05/11/17
4.1'
-80.4363
27.8368
B-26
05/10/17
4.1'
-80.4367
27.8376
B-28
50/3''
50/4''
-2.9' -2.6'
-2.8'-2.6'
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-5 -5
-5-5
50/2''
50/3''
50/3''
50/2''
50/4''
-200=5%
NMC=8%
-200=12%
NMC=13%
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
94/11''
RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:18 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO07.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-7 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
59
8
11
12
9
45
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
1.
69
60
8
13
14
8
45
N
1.
61
81
7
8
7
9
32
84
N
0
1.
67
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
95
57
6
7
8
9
34
N
1.
74
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.0 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.7 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/10/17
4.0'
-80.4374
27.8388
B-31
05/10/17
4.2'
-80.4369
27.8380
B-29
05/10/17
4.2'
-80.4372
27.8384
B-30
05/09/17
4.3'
-80.4376
27.8392
B-32
-200=6%
NMC=20%
50/4"
50/5"
-2.4'
-2.5' -2.2'
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
50/3"
99/10"
50/4"
50/5"
-2.4'
-200=11%
NMC=18%
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
OC=3%
NMC=7%
-200=1%
NMC=9%
-5 -5
-10
-20
-30
5
-15
-25
0
-5
0
5
-10
-15
-20
-25
-30
-5
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:19 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO08.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-8 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
54
9
12
11
9
44
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
0
1.
77
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
70
7
9
7
10
43
N
1.
75
59
9
12
13
9
37
N
0
1.
57
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
63
7
10
13
9
41
N
1.
76
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.7 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.4 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.9 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.8 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/09/17
4.1'
-80.4381
27.8402
B-35
05/09/17
4.3'
-80.4378
27.8395
B-33
05/09/17
4.6'
-80.4380
27.8399
B-34
05/08/17
4.2'
-80.4384
27.8406
B-36
50/4''
-2.1'-1.7'
-2.1' -2.0'
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-5 -5
-5-5
50/5''
96/8''
98/9''
50/5''
81
87
90
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (2'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:20 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO09.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-9 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
PHONE: (305) 471-7725 - FAX: (305) 593-1915
7950 N.W. 64TH STREET, MIAMI, FL 33166
PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)
ON THE ELCTRONIC DOCUMENTS.
THE SIGNATURE MUST BE VERIFIED
SEALED.
ARE NOT CONSIDERED SIGNED AND
PRINTED COPIES OF THIS DOCUMENT
SIGNED AND SEALED BY:
THIS ITEM HAS BEEN DIGITALLY
91
8
8
6
7
62
N
0 5' 10'
HORIZONTAL N.T.S.
VERTICAL SCALE
1.
69
62
10
6
9
9
49
N
0
1.
70
-10
-20
-30
5
-15
-25
5
-10
-15
-20
-25
-30
0
87
7
9
6
7
57
N
1.
63
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.7 FEET
BORING TERMINATED
ELE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88) E
LE
VA
TIO
N (N
AV
D88)
ELE
VA
TIO
N (N
AV
D88)
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -25.7 FEET
BORING TERMINATED
DEPTH 28.5 FEET
CASING TERMINATED @
@ ELEVATION -26.7 FEET
BORING TERMINATED
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
DATE
ELEVATION
LONGITUDE
LATITUDE
BORING No.
05/08/17
3.3'
-80.4389
27.8415
B-39
05/08/17
4.3'
-80.4385
27.8410
B-37
05/08/17
4.3'
-80.4387
27.8413
B-38
-200=11%
NMC=17%
-1.7' -1.7'
-2.7'
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
50/5"
50/4"
50/4"
50/5"
50/4"
85/9"
3.
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
3.
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
2.
LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES TO
-200=2%
NMC=2%
TRACES TO FEW SILT (SP) (SP-SM)
SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE TO
-5 -5
-10
-20
-30
5
-15
-25
0
-5
0
5
-10
-15
-20
-25
-30
-5
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
OF ROOTS (OL) (1'' THICK)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES RELATIVE DENSITY
GRANULAR MATERIALS-
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
GREATER THAN 40
24-40
8-24
3-8
LESS THAN 3
AUTOMATIC HAMMER
(BLOWS/12-INCH)
SPT-N
CONSISTENCY
SILTS AND CLAYS
HARD
VERY STIFF
STIFF
FIRM
SOFT
VERY SOFT
GREATER THAN 24
12-24
6-12
3-6
1-3
LESS THAN 1
SPT NOTES
NOTES
N
LEGEND
VERY DENSE
DENSE
MEDIUM DENSE
LOOSE
VERY LOOSE
-
NATURAL MOISTURE CONTENT (%)
LEGEND
2.
ORGANIC CONTENT (%) OC
NMC
1/4/2018 3:39:21 PM W:\397 - Geo\2017 PROJECTS\0397-1196 SR A1A - SEBASTIAN (FDOT DMO) TWO#57\Microstation\SGGEO10.dgn
BY DESCRIPTIONDATE BY DESCRIPTIONDATE
REVISIONS
702628
STATE OF FLORIDADEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY FINANCIAL PROJECT ID
NO.
SHEET
1.
OF ROOTS (OL)
(TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES
BY FDOT.
BORING COORDINATES AND ELEVATIONS WERE SURVEYED
FOR 12" PENETRATION
NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE
CASING USED (6" NW)
- X/y", "X" BLOWS FOR "y" INCHES OF PENETRATION.
GROUNDWATER LEVEL AT THE TIME OF DRILLING.
-200 PERCENTAGE PASSING NO. 200 SIEVE (%)
DRILLED BY IVAN LABRADA (PSI)
TO LITTLE SHELLS AND TRACES TO FEW SILT (SP) (SP-SM)
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH TRACES
3.
TRACES TO FEW SILT (SP) (SP-SM)
TO SOME CEMENTED SAND, TRACES TO SOME SHELLS AND
LIGHT BROWN/GRAY FINE TO COARSE SAND WITH LITTLE
CME 55
18 OR 24 INCHES
2.000 INCH
1.375 INCH
1.500 INCH
AUTOMATIC
30 INCHES
140 LBS.
TYPE OF RIG
LENGTH OF SPOON
SPOON OUTSIDE DIAMETER
SPOON INSIDE DIAMETER (AT OPENING)
SPOON INSIDE DIAMETER
TYPE OF HAMMER
HAMMER DROP HEIGHT
HAMMER WEIGHT
GT-10 REPORT OF CORE BORINGS
SR A1A 440554-2-52-01INDIAN RIVER
TH
E
OF
FICIA
L R
EC
OR
D
OF T
HIS S
HE
ET IS T
HE E
LE
CT
RO
NIC FILE
DIGIT
ALL
Y SIG
NE
D
AN
D S
EA
LE
D
UN
DE
R R
ULE 61
G15-23.0
04,
F.A.C.
ENGINEER OF RECORD: PAUL D. PASSE, P.E. No. 34750
CERTIFICATE OF AUTHORIZATION No. 3684
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