Granularmetric Report
Granularmetric Report

CLAY, 1.5" carbonate rock fragment pockets at

0.8', 6.7', 6.9', 10.9', and 11.2', grayish brown

(2.5Y-5/2), (CL).

CLAY, trace sand, sand distributed in sandy

pockets up to 0.5", dark greenish gray

(5GY-4/1), (CL).

SAND, fine grained, quartz, some clay, dark

greenish gray (10Y-4/1), (SC).

SILT, some sand, (3" x 2") clayey pocket at

16.7', (1" x 3") clayey pockets at 17.8' and 18.8',

dark grayish brown (2.5Y-4/2), (ML).

No Recovery.

End of Boring

11.3

14.3

16.4

19.6

20.0

-37.8

-40.8

-42.9

-46.1

-46.5

Sample #T1, Depth = 3.0'

Ave. Field Vane (tsf): 0.53

Sample #T2, Depth = 6.0'

Ave. Field Vane (tsf): 0.55

Sample #T3, Depth = 9.0'

Ave. Field Vane (tsf): 0.54

Sample #T4, Depth = 12.4'

Ave. Field Vane (tsf): 0.53

Sample #1, Depth = 15.2'

Mean (mm): 0.09, Phi Sorting: 0.25

Fines (230): 27.33% (SC)

Sample #2, Depth = 18.2'

Mean (mm): 0.08, Phi Sorting: 0.28

Fines (230): 75.48% (ML)

3.0 In.

-26.5 Ft.

-26.5

01-27-15 09:11

STARTED

DIVISION

INSTALLATION

16. ELEVATION TOP OF BORING

17. TOTAL RECOVERY FOR BORING

LOCATION COORDINATES

NAVD 88

Alpine Pneumatic Vibracore

DRILLING LOG

Texas South Central

NAD 1983

19.6 Ft.

10. COORDINATE SYSTEM/DATUM

11. MANUFACTURER'S DESIGNATION OF DRILL

DISTURBED

UNDISTURBED (UD)

18. SIGNATURE AND TITLE OF INSPECTOR

14. ELEVATION GROUND WATER

15. DATE BORING

VERTICAL

INCLINED

0.0 Ft.

JCVC-15-16

McFaddin Sand Search

Jefferson County, TX

AUTO HAMMER

MANUAL HAMMER

COMPLETED

HORIZONTAL

VERTICAL

Brian McCord

9. SIZE AND TYPE OF BIT

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

DEG. FROM

VERTICAL

5. DIRECTION OF BORING

BEARING

4. NAME OF DRILLER

3. DRILLING AGENCY

2. BORING DESIGNATION

0.0 Ft.

1. PROJECT

01-27-15 09:07

0.0

6. THICKNESS OF OVERBURDEN

X = 3,475,427 Y = 13,785,538

CONTRACTOR FILE NO.

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

20.0 Ft.

American Vibracore Services, Inc.

BOX OR

SAMPLE

JUN 02

MODIFIED FOR THE FLORIDA DEP

JUN 04

CLASSIFICATION OF MATERIALS

Depths and elevations based on measured values

ELEV.

(ft)

DEPTH

(ft)

JCVC-15-16

SHEET 1

OF 1 SHEETS

SAJ FORM 1836

LEGEND

REC.

Boring Designation

REMARKS

LOUISIANA JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 6/4/15

100

0.1

0.01

0.001

JCVC-15-16 #1

Comments:

USCS % Fines % Organics % Carbonates Median Mean Skew

Kurt

Sort

-3

5/16

-1.5

Percent Coarser By Weight

100

3.53

Sample

Sample Information

Gravel

Silt and Clay

Sand

Coarse

Fine

Coarse

Medium

Fine

Percent Finer By Weight

#200 - 35.90

#230 - 27.33

0.11

6.3

Project Name:

Analysis Date:

Analyzed By:

Easting (X, ft):

Northing (Y, ft):

Horizontal System:

Vertical System:

3.4

0.25

McFaddin Sand Search

02-25-15

3,475,427

13,785,538

NAD 1983

NAVD 88

PHI Sieve Sizes

Standard Sieve Sizes

Hydrometer

Millimeters

-1

-0.5

0.5

1.5

2.5

120

3.75

200

Depths and elevations based on measured values

3.5

170

230

-2

-2.25

-4

5/8

-4.25

3/4

-41.7

Symbol Elev. (ft)

SIEVE ANALYSIS JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 4/29/15

CB&I

Coastal Planning & Engineering, Inc.

2481 NW Boca Raton Blvd.

Boca Raton, FL 33431

ph (561) 391 8102

100

0.1

0.01

0.001

JCVC-15-16 #2

Comments:

USCS % Fines % Organics % Carbonates Median Mean Skew

Kurt

Sort

-3

5/16

-1.5

Percent Coarser By Weight

100

Sample

Sample Information

Gravel

Silt and Clay

Sand

Coarse

Fine

Coarse

Medium

Fine

Percent Finer By Weight

#200 - 82.94

#230 - 75.48

-0.67

3.73

Project Name:

Analysis Date:

Analyzed By:

Easting (X, ft):

Northing (Y, ft):

Horizontal System:

Vertical System:

3.56

0.28

McFaddin Sand Search

02-26-15

3,475,427

13,785,538

NAD 1983

NAVD 88

PHI Sieve Sizes

Standard Sieve Sizes

Hydrometer

Millimeters

-1

-0.5

0.5

1.5

2.5

120

3.75

200

Depths and elevations based on measured values

3.5

170

230

-2

-2.25

-4

5/8

-4.25

3/4

-44.7

Symbol Elev. (ft)

SIEVE ANALYSIS JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 4/29/15

CB&I

Coastal Planning & Engineering, Inc.

2481 NW Boca Raton Blvd.

Boca Raton, FL 33431

ph (561) 391 8102

3/4"

-4.25

19.03

0.00

5/8"

-4.00

16.00

0.00

7/16"

-3.50

11.31

0.00

5/16"

-3.00

8.00

0.00

3.5

-2.50

5.66

0.00

-2.25

4.76

0.00

-2.00

4.00

0.00

-1.50

2.83

0.00

-1.00

2.00

0.00

-0.50

1.41

0.00

1.00

0.00

0.50

0.71

0.00

1.00

0.50

0.01

1.50

0.35

0.01

0.02

2.00

0.25

0.01

0.03

2.50

0.18

0.03

0.04

0.06

0.07

120

3.00

0.13

1.00

1.32

1.06

1.39

170

3.50

0.09

35.16

46.35

36.22

47.74

200

3.75

0.07

12.41

16.36

48.63

64.10

230

4.00

0.06

6.50

8.57

55.13

72.67

Sieve Size

(Phi)

Sieve Size

(Millimeters)

Grams

Retained

% Weight

Retained

Cum. Grams

Retained

C. % Weight

Retained

Elevation (ft):

USCS:

Comments:

Dry Weight (g):

Sieve Number

Wet - 10Y-4/1

Dry - 10YR-7/1

Washed - 2.5Y-7/1

13,785,538

Texas South Central

Granularmetric Report

3,475,427

Sorting

0.25

Skewness

0.11

Kurtosis

6.3

-41.7 NAVD 88

Northing (ft):

Munsell:

0.40

Mean Phi

3.4

Phi 5

Phi 16

Phi 25

Phi 50

3.53

Phi 75

3.25

Phi 84

3.16

75.86

2.33

Project Name: McFaddin Sand Search

Sample Name: JCVC-15-16 #1

Analysis Date: 02-25-15

Analyzed By: GS

Depths and elevations based on measured values

Easting (ft):

#200 - 35.90

#230 - 27.33

Wash Weight (g):

Pan Retained (g):

Sieve Loss (%):

Organics (%):

Carbonates (%):

Coordinate System:

57.76

Phi 95

3.04

Mean mm

0.09

Moment

Statistics

Fines (%):

Shell Hash(%):

Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.

CB&I

Coastal Planning & Engineering, Inc.

2481 NW Boca Raton Blvd.

Boca Raton, FL 33431

ph (561) 391 8102

GRANULARMETRIC REPORT JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 4/29/15

3/4"

-4.25

19.03

0.00

5/8"

-4.00

16.00

0.00

7/16"

-3.50

11.31

0.00

5/16"

-3.00

8.00

0.00

3.5

-2.50

5.66

0.00

-2.25

4.76

0.00

-2.00

4.00

0.00

-1.50

2.83

0.00