CAMINADA HEADLAND BEACH AND DUNE RESTORATION – INCREMENT ... · addendum 04 to the contract...
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ADDENDUM 04 TO THE CONTRACT DOCUMENTS FOR CAMINADA HEADLAND BEACH AND DUNE RESTORATION – INCREMENT II (BA-143) LAFOURCHE AND JEFFERSON PARISHES LOUISIANA LOUISIANA COASTAL PROTECTION AND RESTORATION AUTHORITY JULY 14, 2014
Transcript of CAMINADA HEADLAND BEACH AND DUNE RESTORATION – INCREMENT ... · addendum 04 to the contract...
ADDENDUM 04 TO THE CONTRACT DOCUMENTS
FOR
CAMINADA HEADLAND BEACH AND DUNE RESTORATION – INCREMENT II (BA-143)
LAFOURCHE AND JEFFERSON PARISHES
LOUISIANA
LOUISIANA COASTAL PROTECTION AND RESTORATION AUTHORITY
JULY 14, 2014
ADDENDUM 04 TO BID DOCUMENTS CAMINADA HEADLAND BEACH AND DUNE RESTORATION – INCREMENT II
(BA-45) FILE NUMBER: CED150001
The clarifications and revisions in this addendum supersede the requirements in the Bid Documents dated March 2014. The Successful bidder will be issued a complete revised set of plans and specifications. 1. QUESTIONS SUBMITTED BY THE CONTRACTORS
1.1 Question: Please reference Technical Specifications TS-6.4.7 and TS-6.5.4. Please identify the location(s) of the Subsidence Monitoring Control Stations (SMCS).
Answer: Refer to Attachment A of this Addendum.
1.2 Question: Please reference Technical Specifications ¶ TS-8.7 as amended, the
discussions at the mandatory pre-bid meeting, and the related Q&A in Addendum 01. The configuration and location of the Increment I borrow area cuts or sections that remain undredged significantly impacts the production capabilities and operating efficiency of a dredge working on the Increment II project. To-date, the information that’s been made available for the Increment I borrow area is inadequate for contractors to estimate dredge performance capabilities. Please define and provide to bidders a specific area within the Increment I borrow area that will remain undredged after completion of the Increment I project and that must be dredged under Increment II, so contractors can reasonably estimate dredge performance from the borrow area(s).;
Answer: Refer to Addendum 02, dated July 10, 2014, Items 1.4 and 1.6.
1.3 Question: Please reference Technical Specifications ¶ TS-13.7.2. This clause
establishes beach and dune fill acceptance sections as being 750 feet in continuous length, and requires completion and approval of a full acceptance section before any portion is eligible for partial payment. The beach and dune fill quantity necessary to complete an acceptance section is huge, and by establishing such large acceptance sections, the contract unduly delays contractor’s eligibility for partial payments for work performed. We request the acceptance sections be revised to a more reasonable length, on the order of 300 feet.
Answer: No change shall be made to TS-13.7.2.
1.4 Question: Please reference Appendix F. Please provide the grain size analysis of the
vibratory core samples obtained from the borrow area(s).
Answer: Refer to Attachment B of this Addendum.
1.5 Question: Please reference the contract drawings. The fill area cross sections for
Stations 390+00 to 500+00 seem to be missing. Please provide these fill area cross sections. Answer: Refer to Attachment C of this Addendum. Bidder should renumber remaining Construction Plan sheets accordingly. A complete revised set of Constructions Plans shall be provided to the successful Bidder.
1.6 Question: Please reference Attachment C of Addendum 01. Please provide the X,Y
coordinates of the 2010, 2011, and 2013 historical bird nesting data.
Answer: The shorebird data depicted on the maps provided in Addendum 01, dated July 7, 2014 are approximate and were provided for informational purposes only.
1.7 Question: Please consider postponing the bid due date by one week.
Answer: Refer to Addendum 03, dated July 14, 2014.
1.8 Question: Can CPRA offer a delayed Bid Opening date to the Contractor in an effort
to allow the Contractor sufficient time to review the data given out in Amendment 2 dated 0710/2014?
Answer: Refer to Addendum 03, dated July 14, 2014.
1.9 Question: Can CPRA provide any new Geotechnical information concerning the
material from blocks 13 and 14 of the South Pelto Borrow Areas? Did the contractor completing Increment I dredging encounter unexpected material grain sizes, more shell or shell fragments than expected? Answer: The geotechnical data collected for the borrow area is included as Appendix F of the Contract Documents. To date the material excavated from the borrow area for Increment I has met the Contract Specifications. • After further review of Appendix F issued with the Contract Documents we
have only been able to locate the sieve curves for the following borings from the Borrow Area to be used for the Increment II dredging operations. CEC-11-VC-1 & CEC-11-VC-3, can CPRA provide the remaining sieve curves from the borings that were taken in the area issued for Increment II dredging?
• If so, can CPRA provide a time extension for the bid opening to allow the Contractor adequate time to review this new data?
Answer: Refer to Attachment B of this Addendum.
1.10 Question: Can CPRA provide the most recent XYZ hydrographic data for the Increment II Borrow Area?
Answer: The bidders are referred to the design survey presented on the Construction Plans.
a. If so, can CPRA offer an extended bid opening date to allow the Contractor
sufficient time to analyze this data?
Answer: Refer to Addendum 03, dated July 14, 2014.
2. REVISIONS TO THE PLANS
2.1 Sheet 33: Fill Area Cross Sections, Station 390+00 to 440+00 2.2 Sheet 34: Fill Area Cross Sections, Station 450+00 to 550+00
Refer to Attachment C for revised Construction Plan Sheets. Bidder should renumber remaining Construction Plan sheets accordingly. A complete revised set of Constructions Plans shall be provided to the successful Bidder.
ATTACHMENT A
Subsidence Monitoring Control Station Locations
SUBSIDENCE MONITORING CONTROL STATIONS LOCATIONS
NAD83, LA STATE PLANE SOUTH, FEET SMCS NORTHING EASTING
A-1 218,955.09 3,642,430.27 A-2 218,961.97 3,642,443.44 A-3 218,967.76 3,642,457.77 B-1 223,309.57 3,649,063.23 B-2 223,320.63 3,649,073.32 B-3 223,332.17 3,649,082.86 B-4 223,344.15 3,649,092.77 C-1 227,484.94 3,654,501.15 C-2 227,493.68 3,654,513.96 C-2 227,501.89 3,654,525.80
ATTACHMENT B
Borrow Area Grain Size Distribution – Cumulative Probability Curves
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.213
0.165
0.347
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1390.1550.1650.1770.1860.2130.2290.2750.3472.0220.2301.882
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8472.6902.5992.4982.4272.2312.1271.8621.527
−1.0162.119
−0.912
Percent of Gravel (16mm−2mm): 5.08Percent of Sand (<2mm−0.063mm): 94.59Percent of Fines (<0.063mm): 0.33
Sample ID: CEC−11−VC−1−0Sample Depth: 0.0−0.4ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.223
0.168
0.304
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1590.1680.1800.1900.2230.2420.2740.3040.4830.2251.419
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6532.5732.4742.3962.1652.0471.8681.7181.0502.152
−0.505
Percent of Gravel (16mm−2mm): 1.85Percent of Sand (<2mm−0.063mm): 97.96Percent of Fines (<0.063mm): 0.18
Sample ID: CEC−11−VC−1−2Sample Depth: 1.8−2.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.215
0.174
0.298
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1490.1640.1740.1880.1950.2150.2270.2570.2980.5430.2231.419
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7472.6082.5232.4112.3582.2182.1391.9601.7470.8812.162
−0.505
Percent of Gravel (16mm−2mm): 2.38Percent of Sand (<2mm−0.063mm): 97.49Percent of Fines (<0.063mm): 0.14
Sample ID: CEC−11−VC−1−4Sample Depth: 3.8−4.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.214
0.169
0.291
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1600.1690.1800.1880.2140.2280.2600.2910.4580.2191.389
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6442.5652.4742.4112.2242.1331.9431.7811.1272.190
−0.474
Percent of Gravel (16mm−2mm): 1.63Percent of Sand (<2mm−0.063mm): 98.03Percent of Fines (<0.063mm): 0.34
Sample ID: CEC−11−VC−1−6Sample Depth: 5.8−6.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.226
0.182
0.3
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1550.1710.1820.1980.2050.2260.2390.2700.3000.3940.2311.324
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6902.5482.4582.3362.2862.1462.0651.8891.7371.3442.114
−0.405
Percent of Gravel (16mm−2mm): 0.09Percent of Sand (<2mm−0.063mm): 99.64Percent of Fines (<0.063mm): 0.27
Sample ID: CEC−11−VC−1−8Sample Depth: 7.8−8.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.226
0.17
0.298
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1450.1610.1700.1860.1950.2260.2440.2730.2980.3900.2251.357
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7862.6352.5562.4272.3582.1462.0351.8731.7471.3582.150
−0.440
Percent of Gravel (16mm−2mm): 0.80Percent of Sand (<2mm−0.063mm): 98.82Percent of Fines (<0.063mm): 0.38
Sample ID: CEC−11−VC−1−10Sample Depth: 9.8−10.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.242
0.177
0.321
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1500.1660.1770.1970.2070.2420.2620.2880.3211.4030.2401.684
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7372.5912.4982.3442.2722.0471.9321.7961.639
−0.4892.061
−0.752
Percent of Gravel (16mm−2mm): 4.57Percent of Sand (<2mm−0.063mm): 94.97Percent of Fines (<0.063mm): 0.46
Sample ID: CEC−11−VC−1−12Sample Depth: 11.8−12.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.272
0.196
0.319
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1570.1750.1960.2240.2360.2720.2810.2980.3190.3820.2571.310
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6712.5152.3512.1582.0831.8781.8311.7471.6481.3881.959
−0.389
Percent of Gravel (16mm−2mm): 0.73Percent of Sand (<2mm−0.063mm): 98.82Percent of Fines (<0.063mm): 0.45
Sample ID: CEC−11−VC−1−14Sample Depth: 13.8−14.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.219
0.179
0.279
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1480.1670.1790.1950.2010.2190.2290.2540.2790.3560.2221.293
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7562.5822.4822.3582.3152.1912.1271.9771.8421.4902.172
−0.371
Percent of Gravel (16mm−2mm): 0.34Percent of Sand (<2mm−0.063mm): 99.14Percent of Fines (<0.063mm): 0.51
Sample ID: CEC−11−VC−1−16Sample Depth: 15.8−16.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.206
0.157
0.276
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1290.1450.1570.1680.1740.2060.2220.2550.2760.3410.2071.354
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9552.7862.6712.5732.5232.2792.1711.9711.8571.5522.269
−0.437
Percent of Gravel (16mm−2mm): 0.04Percent of Sand (<2mm−0.063mm): 98.54Percent of Fines (<0.063mm): 1.42
Sample ID: CEC−11−VC−1−18Sample Depth: 17.8−18.2ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.182
0.142
0.252
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1040.1300.1420.1550.1600.1820.1960.2240.2520.3930.1871.440
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.2652.9432.8162.6902.6442.4582.3512.1581.9891.3472.421
−0.527
Percent of Gravel (16mm−2mm): 0.10Percent of Sand (<2mm−0.063mm): 96.35Percent of Fines (<0.063mm): 3.55
Sample ID: CEC−11−VC−1−19Sample Depth: 19.5−19.9ft
Easting: 3,509,676*Northing: 151,993*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.21
0.17
0.287
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1600.1700.1830.1910.2100.2210.2470.2870.7420.2171.498
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6442.5562.4502.3882.2522.1782.0171.8010.4312.203
−0.583
Percent of Gravel (16mm−2mm): 3.34Percent of Sand (<2mm−0.063mm): 96.33Percent of Fines (<0.063mm): 0.33
Sample ID: CEC−11−VC−2−0Sample Depth: 0.4−0.8ft
Easting: 3,511,118*Northing: 152,777*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.25
0.16
0.326
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1380.1520.1600.1700.1790.2500.2720.2960.3260.6590.2351.550
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8572.7182.6442.5562.4822.0001.8781.7561.6170.6022.087
−0.633
Percent of Gravel (16mm−2mm): 1.95Percent of Sand (<2mm−0.063mm): 97.67Percent of Fines (<0.063mm): 0.38
Sample ID: CEC−11−VC−2−2Sample Depth: 1.8−2.2ft
Easting: 3,511,118*Northing: 152,777*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.253
0.164
0.315
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1410.1560.1640.1780.1910.2530.2710.2910.3150.4520.2361.430
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8262.6802.6082.4902.3881.9831.8841.7811.6671.1462.086
−0.516
Percent of Gravel (16mm−2mm): 1.94Percent of Sand (<2mm−0.063mm): 97.82Percent of Fines (<0.063mm): 0.24
Sample ID: CEC−11−VC−2−4Sample Depth: 3.8−4.2ft
Easting: 3,511,118*Northing: 152,777*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.272
0.199
0.337
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1580.1780.1990.2230.2340.2720.2830.3090.3370.5960.2631.423
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6622.4902.3292.1652.0951.8781.8211.6941.5690.7471.926
−0.509
Percent of Gravel (16mm−2mm): 2.09Percent of Sand (<2mm−0.063mm): 97.72Percent of Fines (<0.063mm): 0.19
Sample ID: CEC−11−VC−2−6Sample Depth: 5.8−6.2ft
Easting: 3,511,118*Northing: 152,777*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.247
0.17
0.31
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1460.1610.1700.1880.2000.2470.2660.2870.3100.3720.2351.358
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7762.6352.5562.4112.3222.0171.9111.8011.6901.4272.088
−0.442
Percent of Gravel (16mm−2mm): 0.11Percent of Sand (<2mm−0.063mm): 99.65Percent of Fines (<0.063mm): 0.24
Sample ID: CEC−11−VC−2−8Sample Depth: 7.8−8.2ft
Easting: 3,511,118*Northing: 152,777*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.276
0.17
2.451
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1450.1600.1700.1990.2200.2760.2920.4182.4512.7820.4863.188
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7862.6442.5562.3292.1841.8571.7761.258
−1.293−1.4761.040
−1.673
Percent of Gravel (16mm−2mm): 21.74Percent of Sand (<2mm−0.063mm): 77.85Percent of Fines (<0.063mm): 0.41
Sample ID: CEC−11−VC−2−10Sample Depth: 9.7−10.1ft
Easting: 3,511,118*Northing: 152,777*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.189
0.149
0.275
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1260.1380.1490.1590.1640.1890.2030.2350.2750.4720.1981.453
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9892.8572.7472.6532.6082.4042.3002.0891.8621.0832.338
−0.539
Percent of Gravel (16mm−2mm): 1.24Percent of Sand (<2mm−0.063mm): 98.48Percent of Fines (<0.063mm): 0.28
Sample ID: CEC−11−VC−2A−0Sample Depth: 0.0−0.4ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.172
0.144
0.277
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1240.1350.1440.1530.1570.1720.1880.2340.2770.5220.1901.496
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0122.8892.7962.7082.6712.5402.4112.0951.8520.9382.396
−0.582
Percent of Gravel (16mm−2mm): 1.65Percent of Sand (<2mm−0.063mm): 97.58Percent of Fines (<0.063mm): 0.77
Sample ID: CEC−11−VC−2A−2Sample Depth: 1.8−2.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.208
0.163
0.316
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1340.1510.1630.1740.1820.2080.2210.2560.3161.1600.2201.691
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9002.7272.6172.5232.4582.2652.1781.9661.662
−0.2142.181
−0.758
Percent of Gravel (16mm−2mm): 4.18Percent of Sand (<2mm−0.063mm): 94.59Percent of Fines (<0.063mm): 1.22
Sample ID: CEC−11−VC−2A−4Sample Depth: 3.8−4.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.187
0.154
0.268
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1330.1450.1540.1630.1660.1870.2030.2360.2680.3790.1981.368
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9112.7862.6992.6172.5912.4192.3002.0831.9001.4002.339
−0.452
Percent of Gravel (16mm−2mm): 0.22Percent of Sand (<2mm−0.063mm): 98.83Percent of Fines (<0.063mm): 0.96
Sample ID: CEC−11−VC−2A−6Sample Depth: 5.8−6.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.207
0.163
0.293
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1360.1520.1630.1740.1820.2070.2200.2500.2930.6440.2151.500
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8782.7182.6172.5232.4582.2722.1842.0001.7710.6352.220
−0.585
Percent of Gravel (16mm−2mm): 2.14Percent of Sand (<2mm−0.063mm): 97.09Percent of Fines (<0.063mm): 0.77
Sample ID: CEC−11−VC−2A−8Sample Depth: 7.8−8.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.194
0.157
0.271
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1350.1470.1570.1650.1680.1940.2100.2430.2710.3590.2021.349
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8892.7662.6712.5992.5732.3662.2522.0411.8841.4782.307
−0.432
Percent of Gravel (16mm−2mm): 0.97Percent of Sand (<2mm−0.063mm): 98.52Percent of Fines (<0.063mm): 0.51
Sample ID: CEC−11−VC−2A−10Sample Depth: 9.8−10.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.202
0.161
0.262
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1320.1480.1610.1720.1780.2020.2120.2360.2620.3860.2041.351
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9212.7562.6352.5402.4902.3082.2382.0831.9321.3732.292
−0.434
Percent of Gravel (16mm−2mm): 0.21Percent of Sand (<2mm−0.063mm): 98.43Percent of Fines (<0.063mm): 1.36
Sample ID: CEC−11−VC−2A−12Sample Depth: 11.8−12.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.197
0.159
0.255
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1350.1490.1590.1680.1720.1970.2080.2330.2550.3240.2001.302
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8892.7472.6532.5732.5402.3442.2652.1021.9711.6262.323
−0.381
Percent of Gravel (16mm−2mm): 0.06Percent of Sand (<2mm−0.063mm): 99.28Percent of Fines (<0.063mm): 0.66
Sample ID: CEC−11−VC−2A−14Sample Depth: 13.8−14.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.2
0.164
0.242
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1360.1520.1640.1740.1800.2000.2080.2240.2420.3360.1991.281
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8782.7182.6082.5232.4742.3222.2652.1582.0471.5732.326
−0.358
Percent of Gravel (16mm−2mm): 0.04Percent of Sand (<2mm−0.063mm): 99.24Percent of Fines (<0.063mm): 0.72
Sample ID: CEC−11−VC−2A−16Sample Depth: 15.8−16.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.209
0.164
0.27
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1370.1530.1640.1750.1830.2090.2220.2490.2700.3360.2101.315
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8682.7082.6082.5152.4502.2582.1712.0061.8891.5732.252
−0.396
Percent of Gravel (16mm−2mm): 0.14Percent of Sand (<2mm−0.063mm): 98.95Percent of Fines (<0.063mm): 0.91
Sample ID: CEC−11−VC−2A−18Sample Depth: 17.8−18.2ft
Easting: 3,511,119*Northing: 152,784*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.228
0.175
0.336
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1480.1650.1750.1930.2010.2280.2460.2890.3360.6520.2381.507
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7562.5992.5152.3732.3152.1332.0231.7911.5730.6172.074
−0.592
Percent of Gravel (16mm−2mm): 1.99Percent of Sand (<2mm−0.063mm): 97.60Percent of Fines (<0.063mm): 0.41
Sample ID: CEC−11−VC−3−0Sample Depth: 0.0−0.4ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.266
0.18
0.714
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1520.1670.1800.2050.2170.2660.2880.3500.7142.6790.3252.277
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7182.5822.4742.2862.2041.9111.7961.5150.486
−1.4221.623
−1.187
Percent of Gravel (16mm−2mm): 12.09Percent of Sand (<2mm−0.063mm): 87.61Percent of Fines (<0.063mm): 0.30
Sample ID: CEC−11−VC−3−2Sample Depth: 1.8−2.2ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.219
0.167
0.288
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1420.1580.1670.1790.1890.2190.2360.2660.2880.3520.2191.333
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8162.6622.5822.4822.4042.1912.0831.9111.7961.5062.190
−0.415
Percent of Gravel (16mm−2mm): 0.39Percent of Sand (<2mm−0.063mm): 99.11Percent of Fines (<0.063mm): 0.50
Sample ID: CEC−11−VC−3−4Sample Depth: 3.8−4.2ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.207
0.161
0.289
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1300.1480.1610.1740.1820.2070.2190.2490.2890.4720.2131.435
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9432.7562.6352.5232.4582.2722.1912.0061.7911.0832.233
−0.521
Percent of Gravel (16mm−2mm): 0.75Percent of Sand (<2mm−0.063mm): 97.96Percent of Fines (<0.063mm): 1.29
Sample ID: CEC−11−VC−3−6Sample Depth: 5.8−6.2ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.2
0.155
0.302
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1300.1440.1550.1650.1690.2000.2180.2580.3022.2560.2111.901
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9432.7962.6902.5992.5652.3222.1981.9551.727
−1.1742.246
−0.927
Percent of Gravel (16mm−2mm): 5.87Percent of Sand (<2mm−0.063mm): 92.82Percent of Fines (<0.063mm): 1.31
Sample ID: CEC−11−VC−3−8Sample Depth: 7.8−8.2ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.22
0.17
0.308
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1370.1570.1700.1860.1950.2200.2360.2710.3080.4830.2261.431
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8682.6712.5562.4272.3582.1842.0831.8841.6991.0502.147
−0.517
Percent of Gravel (16mm−2mm): 0.78Percent of Sand (<2mm−0.063mm): 98.27Percent of Fines (<0.063mm): 0.95
Sample ID: CEC−11−VC−3−10Sample Depth: 9.8−10.2ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.174
0.144
0.227
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1190.1330.1440.1540.1580.1740.1870.2060.2270.2930.1791.302
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0712.9112.7962.6992.6622.5232.4192.2792.1391.7712.486
−0.381
Percent of Gravel (16mm−2mm): 0.05Percent of Sand (<2mm−0.063mm): 97.88Percent of Fines (<0.063mm): 2.07
Sample ID: CEC−11−VC−3−12Sample Depth: 11.8−12.2ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.202
0.156
0.27
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1260.1430.1560.1690.1750.2020.2140.2410.2700.3860.2041.382
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9892.8062.6802.5652.5152.3082.2242.0531.8891.3732.292
−0.467
Percent of Gravel (16mm−2mm): 0.42Percent of Sand (<2mm−0.063mm): 98.11Percent of Fines (<0.063mm): 1.47
Sample ID: CEC−11−VC−3−14Sample Depth: 13.8−14.2ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.17
0.142
0.226
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1180.1320.1420.1520.1560.1700.1820.2040.2260.3010.1761.313
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0832.9212.8162.7182.6802.5562.4582.2932.1461.7322.506
−0.393
Percent of Gravel (16mm−2mm): 0.24Percent of Sand (<2mm−0.063mm): 97.95Percent of Fines (<0.063mm): 1.81
Sample ID: CEC−11−VC−3−16Sample Depth: 15.8−16.2ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.149
0.107
0.227
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0580.0890.1070.1240.1320.1490.1580.1820.2270.4990.1541.728
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
4.1083.4903.2243.0122.9212.7472.6622.4582.1391.0032.703
−0.789
Percent of Gravel (16mm−2mm): 0.10Percent of Sand (<2mm−0.063mm): 89.54Percent of Fines (<0.063mm): 10.36
Sample ID: CEC−11−VC−3−17Sample Depth: 17.5−17.9ft
Easting: 3,509,763*Northing: 151,097*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.228
0.169
0.297
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1450.1600.1690.1820.1920.2280.2490.2750.2970.3560.2251.337
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7862.6442.5652.4582.3812.1332.0061.8621.7511.4902.150
−0.419
Percent of Gravel (16mm−2mm): 0.24Percent of Sand (<2mm−0.063mm): 99.59Percent of Fines (<0.063mm): 0.17
Sample ID: CEC−11−VC−4−0Sample Depth: 0.0−0.4ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.227
0.174
0.39
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1500.1650.1740.1910.1990.2270.2480.3040.3902.6650.2491.976
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7372.5992.5232.3882.3292.1392.0121.7181.358
−1.4142.007
−0.983
Percent of Gravel (16mm−2mm): 10.41Percent of Sand (<2mm−0.063mm): 89.37Percent of Fines (<0.063mm): 0.23
Sample ID: CEC−11−VC−4−2Sample Depth: 1.8−2.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.286
0.223
0.33
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1650.1900.2230.2550.2650.2860.2920.3090.3300.4840.2761.320
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5992.3962.1651.9711.9161.8061.7761.6941.5991.0471.857
−0.400
Percent of Gravel (16mm−2mm): 2.90Percent of Sand (<2mm−0.063mm): 96.78Percent of Fines (<0.063mm): 0.32
Sample ID: CEC−11−VC−4−4Sample Depth: 3.8−4.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.266
0.194
0.384
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1560.1760.1940.2150.2240.2660.2840.3270.3842.1870.2711.842
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6802.5062.3662.2182.1581.9111.8161.6131.381
−1.1291.886
−0.881
Percent of Gravel (16mm−2mm): 5.64Percent of Sand (<2mm−0.063mm): 93.66Percent of Fines (<0.063mm): 0.70
Sample ID: CEC−11−VC−4−6Sample Depth: 5.8−6.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.236
0.171
0.302
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1430.1600.1710.1900.2000.2360.2570.2790.3020.3660.2301.348
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8062.6442.5482.3962.3222.0831.9601.8421.7271.4502.119
−0.431
Percent of Gravel (16mm−2mm): 0.58Percent of Sand (<2mm−0.063mm): 98.96Percent of Fines (<0.063mm): 0.46
Sample ID: CEC−11−VC−4−8Sample Depth: 7.8−8.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.215
0.173
0.274
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1420.1610.1730.1890.1960.2150.2240.2490.2740.3560.2171.308
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8162.6352.5312.4042.3512.2182.1582.0061.8681.4902.205
−0.387
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 99.16Percent of Fines (<0.063mm): 0.84
Sample ID: CEC−11−VC−4−10Sample Depth: 9.8−10.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.223
0.184
0.288
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1500.1700.1840.1990.2050.2230.2340.2610.2880.3670.2281.298
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7372.5562.4422.3292.2862.1652.0951.9381.7961.4462.134
−0.377
Percent of Gravel (16mm−2mm): 0.11Percent of Sand (<2mm−0.063mm): 99.17Percent of Fines (<0.063mm): 0.71
Sample ID: CEC−11−VC−4−12Sample Depth: 11.8−12.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.211
0.164
0.293
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1290.1490.1640.1800.1890.2110.2230.2520.2930.5300.2161.463
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9552.7472.6082.4742.4042.2452.1651.9891.7710.9162.208
−0.549
Percent of Gravel (16mm−2mm): 2.02Percent of Sand (<2mm−0.063mm): 96.68Percent of Fines (<0.063mm): 1.30
Sample ID: CEC−11−VC−4−14Sample Depth: 13.8−14.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.211
0.158
2.105
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1210.1420.1580.1740.1840.2110.2300.3302.1052.7550.4123.216
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0472.8162.6622.5232.4422.2452.1201.599
−1.074−1.4621.278
−1.685
Percent of Gravel (16mm−2mm): 16.92Percent of Sand (<2mm−0.063mm): 80.85Percent of Fines (<0.063mm): 2.23
Sample ID: CEC−11−VC−4−16Sample Depth: 15.8−16.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.209
0.156
0.288
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1190.1390.1560.1740.1830.2090.2200.2490.2880.4510.2111.455
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0712.8472.6802.5232.4502.2582.1842.0061.7961.1492.245
−0.541
Percent of Gravel (16mm−2mm): 0.13Percent of Sand (<2mm−0.063mm): 98.02Percent of Fines (<0.063mm): 1.84
Sample ID: CEC−11−VC−4−18Sample Depth: 17.8−18.2ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.186
0.147
0.236
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1120.1340.1470.1590.1640.1860.1960.2150.2360.3510.1861.362
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.1582.9002.7662.6532.6082.4272.3512.2182.0831.5102.425
−0.445
Percent of Gravel (16mm−2mm): 0.11Percent of Sand (<2mm−0.063mm): 96.76Percent of Fines (<0.063mm): 3.12
Sample ID: CEC−11−VC−4−19Sample Depth: 19.6−20.0ft
Easting: 3,510,615*Northing: 151,610*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.225
0.165
0.401
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1410.1560.1650.1770.1870.2250.2500.3070.4012.5090.2462.017
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8262.6802.5992.4982.4192.1522.0001.7041.318
−1.3272.023
−1.013
Percent of Gravel (16mm−2mm): 8.33Percent of Sand (<2mm−0.063mm): 91.45Percent of Fines (<0.063mm): 0.23
Sample ID: CEC−11−VC−5−0Sample Depth: 0.0−0.4ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.253
0.167
0.33
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1580.1670.1830.1970.2530.2720.2980.3300.8550.2411.595
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6622.5822.4502.3441.9831.8781.7471.5990.2262.055
−0.674
Percent of Gravel (16mm−2mm): 3.64Percent of Sand (<2mm−0.063mm): 96.15Percent of Fines (<0.063mm): 0.21
Sample ID: CEC−11−VC−5−2Sample Depth: 1.8−2.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.224
0.161
0.305
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1390.1520.1610.1700.1770.2240.2510.2800.3050.3880.2221.392
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8472.7182.6352.5562.4982.1581.9941.8371.7131.3662.169
−0.477
Percent of Gravel (16mm−2mm): 0.85Percent of Sand (<2mm−0.063mm): 98.84Percent of Fines (<0.063mm): 0.30
Sample ID: CEC−11−VC−5−4Sample Depth: 3.8−4.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.209
0.165
0.304
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1350.1530.1650.1790.1870.2090.2210.2520.3041.9980.2191.826
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8892.7082.5992.4822.4192.2582.1781.9891.718
−0.9992.192
−0.868
Percent of Gravel (16mm−2mm): 4.99Percent of Sand (<2mm−0.063mm): 94.29Percent of Fines (<0.063mm): 0.72
Sample ID: CEC−11−VC−5−6Sample Depth: 5.8−6.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.241
0.168
0.304
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1590.1680.1830.1950.2410.2620.2830.3040.3540.2311.347
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6532.5732.4502.3582.0531.9321.8211.7181.4982.115
−0.430
Percent of Gravel (16mm−2mm): 0.01Percent of Sand (<2mm−0.063mm): 99.55Percent of Fines (<0.063mm): 0.44
Sample ID: CEC−11−VC−5−8Sample Depth: 7.8−8.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.271
0.183
0.319
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1530.1680.1830.2140.2290.2710.2810.2990.3190.3800.2511.337
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7082.5732.4502.2242.1271.8841.8311.7421.6481.3961.994
−0.419
Percent of Gravel (16mm−2mm): 0.14Percent of Sand (<2mm−0.063mm): 99.56Percent of Fines (<0.063mm): 0.30
Sample ID: CEC−11−VC−5−10Sample Depth: 9.8−10.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.269
0.179
0.326
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1470.1640.1790.2080.2230.2690.2800.3010.3260.5920.2501.465
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7662.6082.4822.2652.1651.8941.8371.7321.6170.7561.998
−0.551
Percent of Gravel (16mm−2mm): 2.87Percent of Sand (<2mm−0.063mm): 96.55Percent of Fines (<0.063mm): 0.59
Sample ID: CEC−11−VC−5−12Sample Depth: 11.8−12.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.25
0.199
0.321
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1650.1840.1990.2150.2210.2500.2660.2910.3210.5240.2521.366
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5992.4422.3292.2182.1782.0001.9111.7811.6390.9321.990
−0.450
Percent of Gravel (16mm−2mm): 2.26Percent of Sand (<2mm−0.063mm): 97.26Percent of Fines (<0.063mm): 0.49
Sample ID: CEC−11−VC−5−14Sample Depth: 13.8−14.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.255
0.168
0.309
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1390.1560.1680.1890.2030.2550.2710.2890.3090.3580.2371.363
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8472.6802.5732.4042.3001.9711.8841.7911.6941.4822.080
−0.447
Percent of Gravel (16mm−2mm): 0.11Percent of Sand (<2mm−0.063mm): 99.02Percent of Fines (<0.063mm): 0.87
Sample ID: CEC−11−VC−5−16Sample Depth: 15.8−16.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.268
0.177
0.326
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1620.1770.2060.2210.2680.2790.3000.3260.5880.2491.473
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6262.4982.2792.1781.9001.8421.7371.6170.7662.005
−0.559
Percent of Gravel (16mm−2mm): 3.09Percent of Sand (<2mm−0.063mm): 96.08Percent of Fines (<0.063mm): 0.83
Sample ID: CEC−11−VC−5−18Sample Depth: 17.8−18.2ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.208
0.144
0.656
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0870.1270.1440.1590.1650.2080.2410.3220.6562.6800.2702.587
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.5232.9772.7962.6532.5992.2652.0531.6350.608
−1.4221.890
−1.371
Percent of Gravel (16mm−2mm): 12.25Percent of Sand (<2mm−0.063mm): 82.41Percent of Fines (<0.063mm): 5.34
Sample ID: CEC−11−VC−5−19Sample Depth: 19.6−20.0ft
Easting: 3,512,445*Northing: 152,462*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.192
0.154
0.28
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1330.1450.1540.1610.1640.1920.2200.2630.2800.3350.2021.354
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9112.7862.6992.6352.6082.3812.1841.9271.8371.5782.305
−0.438
Percent of Gravel (16mm−2mm): 0.31Percent of Sand (<2mm−0.063mm): 99.46Percent of Fines (<0.063mm): 0.23
Sample ID: CEC−11−VC−6−0Sample Depth: 0.0−0.4ft
Easting: 3,510,560*Northing: 149,815*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.217
0.179
0.302
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1470.1670.1790.1940.2000.2170.2270.2560.3022.2350.2271.794
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7662.5822.4822.3662.3222.2042.1391.9661.727
−1.1602.138
−0.843
Percent of Gravel (16mm−2mm): 5.83Percent of Sand (<2mm−0.063mm): 93.76Percent of Fines (<0.063mm): 0.41
Sample ID: CEC−11−VC−6−2Sample Depth: 1.8−2.2ft
Easting: 3,510,560*Northing: 149,815*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.187
0.15
0.278
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1280.1400.1500.1590.1630.1870.2110.2560.2780.3420.1981.374
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9662.8372.7372.6532.6172.4192.2451.9661.8471.5482.334
−0.459
Percent of Gravel (16mm−2mm): 0.16Percent of Sand (<2mm−0.063mm): 99.06Percent of Fines (<0.063mm): 0.78
Sample ID: CEC−11−VC−6−4Sample Depth: 3.8−4.2ft
Easting: 3,510,560*Northing: 149,815*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.199
0.153
0.259
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1220.1390.1530.1670.1730.1990.2100.2330.2590.3830.1991.380
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0352.8472.7082.5822.5312.3292.2522.1021.9491.3852.329
−0.465
Percent of Gravel (16mm−2mm): 0.13Percent of Sand (<2mm−0.063mm): 98.05Percent of Fines (<0.063mm): 1.82
Sample ID: CEC−11−VC−6−6Sample Depth: 5.8−6.2ft
Easting: 3,510,560*Northing: 149,815*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.182
0.147
0.268
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1220.1360.1470.1580.1610.1820.2000.2370.2680.3570.1931.390
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0352.8782.7662.6622.6352.4582.3222.0771.9001.4862.375
−0.475
Percent of Gravel (16mm−2mm): 0.16Percent of Sand (<2mm−0.063mm): 97.48Percent of Fines (<0.063mm): 2.36
Sample ID: CEC−11−VC−6−8Sample Depth: 7.8−8.2ft
Easting: 3,510,560*Northing: 149,815*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.16
0.133
0.211
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1050.1230.1330.1440.1480.1600.1680.1880.2110.3280.1651.357
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.2523.0232.9112.7962.7562.6442.5732.4112.2451.6082.600
−0.440
Percent of Gravel (16mm−2mm): 0.98Percent of Sand (<2mm−0.063mm): 96.45Percent of Fines (<0.063mm): 2.57
Sample ID: CEC−11−VC−6−10Sample Depth: 9.8−10.2ft
Easting: 3,510,560*Northing: 149,815*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.16
0.12
0.228
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0930.1100.1200.1340.1400.1600.1720.1980.2280.4920.1641.550
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.4273.1843.0592.9002.8372.6442.5402.3362.1331.0232.612
−0.632
Percent of Gravel (16mm−2mm): 2.25Percent of Sand (<2mm−0.063mm): 93.38Percent of Fines (<0.063mm): 4.37
Sample ID: CEC−11−VC−6−12Sample Depth: 11.8−12.2ft
Easting: 3,510,560*Northing: 149,815*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.149
0.108
0.187
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0610.0840.1080.1300.1360.1490.1540.1680.1870.4010.1441.570
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
4.0353.5733.2112.9432.8782.7472.6992.5732.4191.3182.792
−0.651
Percent of Gravel (16mm−2mm): 0.25Percent of Sand (<2mm−0.063mm): 88.15Percent of Fines (<0.063mm): 11.60
Sample ID: CEC−11−VC−6−14Sample Depth: 13.8−14.2ft
Easting: 3,510,560*Northing: 149,815*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.259
0.174
0.333
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1470.1630.1740.1980.2110.2590.2750.3020.3330.5030.2471.444
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7662.6172.5232.3362.2451.9491.8621.7271.5860.9912.019
−0.530
Percent of Gravel (16mm−2mm): 0.50Percent of Sand (<2mm−0.063mm): 99.22Percent of Fines (<0.063mm): 0.28
Sample ID: CEC−11−VC−7−0Sample Depth: 0.0−0.4ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.227
0.181
0.334
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1510.1690.1810.1980.2050.2270.2430.2800.3342.5420.2391.866
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7272.5652.4662.3362.2862.1392.0411.8371.582
−1.3462.062
−0.900
Percent of Gravel (16mm−2mm): 8.12Percent of Sand (<2mm−0.063mm): 91.42Percent of Fines (<0.063mm): 0.46
Sample ID: CEC−11−VC−7−2Sample Depth: 1.8−2.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.261
0.184
0.324
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1520.1690.1840.2080.2190.2610.2740.2970.3240.4840.2501.397
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7182.5652.4422.2652.1911.9381.8681.7511.6261.0472.002
−0.483
Percent of Gravel (16mm−2mm): 1.44Percent of Sand (<2mm−0.063mm): 98.01Percent of Fines (<0.063mm): 0.55
Sample ID: CEC−11−VC−7−4Sample Depth: 3.8−4.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.216
0.173
0.279
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1420.1610.1730.1880.1950.2160.2260.2530.2790.3600.2181.316
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8162.6352.5312.4112.3582.2112.1461.9831.8421.4742.195
−0.396
Percent of Gravel (16mm−2mm): 0.02Percent of Sand (<2mm−0.063mm): 99.00Percent of Fines (<0.063mm): 0.98
Sample ID: CEC−11−VC−7−6Sample Depth: 5.8−6.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.215
0.167
0.294
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1360.1540.1670.1810.1890.2150.2280.2600.2940.4660.2191.414
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8782.6992.5822.4662.4042.2182.1331.9431.7661.1022.189
−0.500
Percent of Gravel (16mm−2mm): 1.78Percent of Sand (<2mm−0.063mm): 97.09Percent of Fines (<0.063mm): 1.13
Sample ID: CEC−11−VC−7−8Sample Depth: 7.8−8.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.218
0.17
0.282
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1390.1570.1700.1850.1940.2180.2310.2600.2820.3500.2191.324
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8472.6712.5562.4342.3662.1982.1141.9431.8261.5152.193
−0.405
Percent of Gravel (16mm−2mm): 0.29Percent of Sand (<2mm−0.063mm): 98.95Percent of Fines (<0.063mm): 0.76
Sample ID: CEC−11−VC−7−10Sample Depth: 9.8−10.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.201
0.156
0.258
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1280.1440.1560.1680.1740.2010.2120.2360.2580.3280.2011.327
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9662.7962.6802.5732.5232.3152.2382.0831.9551.6082.317
−0.408
Percent of Gravel (16mm−2mm): 0.03Percent of Sand (<2mm−0.063mm): 98.61Percent of Fines (<0.063mm): 1.37
Sample ID: CEC−11−VC−7−12Sample Depth: 11.8−12.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.202
0.157
0.247
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1260.1430.1570.1720.1790.2020.2100.2280.2470.3420.1991.323
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9892.8062.6712.5402.4822.3082.2522.1332.0171.5482.332
−0.404
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 99.04Percent of Fines (<0.063mm): 0.96
Sample ID: CEC−11−VC−7−14Sample Depth: 13.8−14.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.176
0.122
0.248
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0710.0900.1220.1430.1510.1760.1920.2180.2480.4740.1751.638
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.8163.4743.0352.8062.7272.5062.3812.1982.0121.0772.518
−0.712
Percent of Gravel (16mm−2mm): 0.40Percent of Sand (<2mm−0.063mm): 89.57Percent of Fines (<0.063mm): 10.03
Sample ID: CEC−11−VC−7−16Sample Depth: 15.8−16.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.156
0.114
0.225
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0680.0960.1140.1300.1370.1560.1660.1920.2250.4560.1591.628
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.8783.3813.1332.9432.8682.6802.5912.3812.1521.1332.655
−0.703
Percent of Gravel (16mm−2mm): 0.07Percent of Sand (<2mm−0.063mm): 91.54Percent of Fines (<0.063mm): 8.39
Sample ID: CEC−11−VC−7−18Sample Depth: 17.8−18.2ft
Easting: 3,511,144*Northing: 150,778*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.2
0.16
0.263
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1360.1490.1600.1690.1730.2000.2120.2380.2630.3420.2031.320
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8782.7472.6442.5652.5312.3222.2382.0711.9271.5482.298
−0.401
Percent of Gravel (16mm−2mm): 0.30Percent of Sand (<2mm−0.063mm): 99.39Percent of Fines (<0.063mm): 0.31
Sample ID: CEC−11−VC−8−0Sample Depth: 0.0−0.4ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.223
0.174
0.35
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1450.1630.1740.1910.1990.2230.2400.2850.3502.5430.2391.920
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7862.6172.5232.3882.3292.1652.0591.8111.515
−1.3472.067
−0.941
Percent of Gravel (16mm−2mm): 7.31Percent of Sand (<2mm−0.063mm): 92.26Percent of Fines (<0.063mm): 0.43
Sample ID: CEC−11−VC−8−2Sample Depth: 1.8−2.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.197
0.156
0.326
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1320.1460.1560.1660.1700.1970.2100.2460.3262.7250.2161.991
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9212.7762.6802.5912.5562.3442.2522.0231.617
−1.4462.214
−0.994
Percent of Gravel (16mm−2mm): 11.64Percent of Sand (<2mm−0.063mm): 87.84Percent of Fines (<0.063mm): 0.52
Sample ID: CEC−11−VC−8−4Sample Depth: 3.8−4.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.203
0.165
0.248
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1390.1540.1650.1760.1830.2030.2100.2290.2480.3440.2031.288
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8472.6992.5992.5062.4502.3002.2522.1272.0121.5402.304
−0.365
Percent of Gravel (16mm−2mm): 0.14Percent of Sand (<2mm−0.063mm): 99.39Percent of Fines (<0.063mm): 0.46
Sample ID: CEC−11−VC−8−6Sample Depth: 5.8−6.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.212
0.166
0.273
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1330.1520.1660.1800.1890.2120.2240.2510.2730.3440.2131.327
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9112.7182.5912.4742.4042.2382.1581.9941.8731.5402.234
−0.408
Percent of Gravel (16mm−2mm): 0.40Percent of Sand (<2mm−0.063mm): 98.22Percent of Fines (<0.063mm): 1.38
Sample ID: CEC−11−VC−8−8Sample Depth: 7.8−8.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.2
0.159
0.238
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1300.1460.1590.1720.1790.2000.2060.2220.2380.3030.1961.274
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9432.7762.6532.5402.4822.3222.2792.1712.0711.7232.349
−0.349
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 99.23Percent of Fines (<0.063mm): 0.77
Sample ID: CEC−11−VC−8−10Sample Depth: 9.8−10.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.188
0.148
0.284
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1190.1360.1480.1590.1630.1880.2030.2380.2842.4510.1991.949
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0712.8782.7562.6532.6172.4112.3002.0711.816
−1.2932.328
−0.962
Percent of Gravel (16mm−2mm): 7.07Percent of Sand (<2mm−0.063mm): 90.54Percent of Fines (<0.063mm): 2.39
Sample ID: CEC−11−VC−8−12Sample Depth: 11.8−12.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.164
0.128
0.226
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1060.1190.1280.1410.1460.1640.1760.2010.2260.3530.1681.409
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.2383.0712.9662.8262.7762.6082.5062.3152.1461.5022.573
−0.494
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 97.86Percent of Fines (<0.063mm): 2.14
Sample ID: CEC−11−VC−8−14Sample Depth: 13.8−14.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.168
0.12
0.23
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0590.1000.1200.1370.1450.1680.1830.2050.2300.3980.1671.617
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
4.0833.3223.0592.8682.7862.5732.4502.2862.1201.3292.584
−0.694
Percent of Gravel (16mm−2mm): 0.51Percent of Sand (<2mm−0.063mm): 91.36Percent of Fines (<0.063mm): 8.13
Sample ID: CEC−11−VC−8−16Sample Depth: 15.8−16.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.149
0.109
0.243
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0560.0960.1090.1190.1240.1490.1630.1980.2430.4860.1581.752
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
4.1583.3813.1983.0713.0122.7472.6172.3362.0411.0412.662
−0.809
Percent of Gravel (16mm−2mm): 1.04Percent of Sand (<2mm−0.063mm): 90.98Percent of Fines (<0.063mm): 7.99
Sample ID: CEC−11−VC−8−18Sample Depth: 17.8−18.2ft
Easting: 3,512,292*Northing: 150,805*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.218
0.173
0.291
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1460.1620.1730.1880.1960.2180.2310.2610.2910.4660.2221.382
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7762.6262.5312.4112.3512.1982.1141.9381.7811.1022.170
−0.467
Percent of Gravel (16mm−2mm): 1.27Percent of Sand (<2mm−0.063mm): 98.59Percent of Fines (<0.063mm): 0.14
Sample ID: CEC−11−VC−9−0Sample Depth: 0.0−0.4ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.228
0.182
0.331
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1540.1700.1820.1990.2050.2280.2450.2840.3310.8880.2391.555
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6992.5562.4582.3292.2862.1332.0291.8161.5950.1712.062
−0.637
Percent of Gravel (16mm−2mm): 2.67Percent of Sand (<2mm−0.063mm): 97.19Percent of Fines (<0.063mm): 0.14
Sample ID: CEC−11−VC−9−2Sample Depth: 1.8−2.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.222
0.172
0.338
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1470.1620.1720.1880.1960.2220.2390.2800.3382.6500.2351.917
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7662.6262.5402.4112.3512.1712.0651.8371.565
−1.4062.092
−0.939
Percent of Gravel (16mm−2mm): 9.16Percent of Sand (<2mm−0.063mm): 90.70Percent of Fines (<0.063mm): 0.14
Sample ID: CEC−11−VC−9−4Sample Depth: 3.8−4.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.261
0.198
0.319
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1650.1810.1980.2170.2260.2610.2730.2940.3190.4520.2551.333
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5992.4662.3362.2042.1461.9381.8731.7661.6481.1461.974
−0.414
Percent of Gravel (16mm−2mm): 0.21Percent of Sand (<2mm−0.063mm): 99.64Percent of Fines (<0.063mm): 0.15
Sample ID: CEC−11−VC−9−6Sample Depth: 5.8−6.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.225
0.181
0.295
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1540.1700.1810.1970.2040.2250.2390.2670.2950.4710.2291.361
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6992.5562.4662.3442.2932.1522.0651.9051.7611.0862.126
−0.445
Percent of Gravel (16mm−2mm): 3.73Percent of Sand (<2mm−0.063mm): 96.02Percent of Fines (<0.063mm): 0.25
Sample ID: CEC−11−VC−9−8Sample Depth: 7.8−8.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.255
0.2
0.322
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1650.1840.2000.2170.2240.2550.2690.2940.3220.4760.2541.344
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5992.4422.3222.2042.1581.9711.8941.7661.6351.0711.976
−0.427
Percent of Gravel (16mm−2mm): 0.69Percent of Sand (<2mm−0.063mm): 99.01Percent of Fines (<0.063mm): 0.30
Sample ID: CEC−11−VC−9−10Sample Depth: 9.8−10.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.228
0.191
0.304
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1560.1770.1910.2050.2110.2280.2410.2710.3040.4530.2371.342
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6802.4982.3882.2862.2452.1332.0531.8841.7181.1422.080
−0.424
Percent of Gravel (16mm−2mm): 0.13Percent of Sand (<2mm−0.063mm): 99.33Percent of Fines (<0.063mm): 0.54
Sample ID: CEC−11−VC−9−12Sample Depth: 11.8−12.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.212
0.171
0.268
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1610.1710.1850.1930.2120.2210.2440.2680.3480.2131.296
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6352.5482.4342.3732.2382.1782.0351.9001.5232.228
−0.374
Percent of Gravel (16mm−2mm): 0.07Percent of Sand (<2mm−0.063mm): 99.64Percent of Fines (<0.063mm): 0.29
Sample ID: CEC−11−VC−9−14Sample Depth: 13.8−14.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.174
0.146
0.238
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1250.1360.1460.1560.1590.1740.1870.2110.2380.3730.1821.356
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0002.8782.7762.6802.6532.5232.4192.2452.0711.4232.457
−0.439
Percent of Gravel (16mm−2mm): 0.09Percent of Sand (<2mm−0.063mm): 98.80Percent of Fines (<0.063mm): 1.11
Sample ID: CEC−11−VC−9−16Sample Depth: 15.8−16.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.197
0.151
0.267
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1210.1380.1510.1640.1690.1970.2090.2360.2670.3870.2001.400
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0472.8572.7272.6082.5652.3442.2582.0831.9051.3702.325
−0.485
Percent of Gravel (16mm−2mm): 0.08Percent of Sand (<2mm−0.063mm): 97.91Percent of Fines (<0.063mm): 2.02
Sample ID: CEC−11−VC−9−18Sample Depth: 17.8−18.2ft
Easting: 3,512,893*Northing: 151,686*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.173
0.145
0.23
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1250.1350.1450.1540.1580.1730.1850.2070.2300.2930.1791.293
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0002.8892.7862.6992.6622.5312.4342.2722.1201.7712.479
−0.371
Percent of Gravel (16mm−2mm): 0.05Percent of Sand (<2mm−0.063mm): 99.27Percent of Fines (<0.063mm): 0.68
Sample ID: CEC−11−VC−10−0Sample Depth: 0.0−0.4ft
Easting: 3,511,071*Northing: 148,978*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.175
0.146
0.225
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1240.1360.1460.1560.1590.1750.1870.2060.2250.2720.1791.270
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0122.8782.7762.6802.6532.5152.4192.2792.1521.8782.481
−0.345
Percent of Gravel (16mm−2mm): 0.06Percent of Sand (<2mm−0.063mm): 98.99Percent of Fines (<0.063mm): 0.95
Sample ID: CEC−11−VC−10−2Sample Depth: 1.8−2.2ft
Easting: 3,511,071*Northing: 148,978*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.163
0.137
0.223
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1130.1280.1370.1470.1510.1630.1720.1960.2230.3220.1711.345
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.1462.9662.8682.7662.7272.6172.5402.3512.1651.6352.550
−0.428
Percent of Gravel (16mm−2mm): 0.10Percent of Sand (<2mm−0.063mm): 98.02Percent of Fines (<0.063mm): 1.88
Sample ID: CEC−11−VC−10−4Sample Depth: 3.8−4.2ft
Easting: 3,511,071*Northing: 148,978*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.18
0.144
0.219
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1210.1330.1440.1550.1600.1800.1910.2040.2190.2640.1781.265
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0472.9112.7962.6902.6442.4742.3882.2932.1911.9212.487
−0.339
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 99.16Percent of Fines (<0.063mm): 0.84
Sample ID: CEC−11−VC−10−6Sample Depth: 5.8−6.2ft
Easting: 3,511,071*Northing: 148,978*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.167
0.132
0.227
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1110.1220.1320.1440.1490.1670.1810.2030.2270.3470.1711.385
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.1713.0352.9212.7962.7472.5822.4662.3002.1391.5272.548
−0.470
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 98.50Percent of Fines (<0.063mm): 1.50
Sample ID: CEC−11−VC−10−8Sample Depth: 7.8−8.2ft
Easting: 3,511,071*Northing: 148,978*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.152
0.108
0.212
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0570.0890.1080.1250.1330.1520.1620.1860.2120.4210.1521.652
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
4.1333.4903.2113.0002.9112.7182.6262.4272.2381.2482.722
−0.724
Percent of Gravel (16mm−2mm): 0.14Percent of Sand (<2mm−0.063mm): 89.65Percent of Fines (<0.063mm): 10.22
Sample ID: CEC−11−VC−10−10Sample Depth: 9.8−10.2ft
Easting: 3,511,071*Northing: 148,978*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.143
0.101
0.169
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0640.0840.1010.1210.1290.1430.1470.1570.1690.2520.1351.429
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.9663.5733.3083.0472.9552.8062.7662.6712.5651.9892.893
−0.515
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 88.00Percent of Fines (<0.063mm): 12.00
Sample ID: CEC−11−VC−10−12Sample Depth: 11.8−12.2ft
Easting: 3,511,071*Northing: 148,978*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.139
0.097
0.188
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0620.0830.0970.1110.1180.1390.1470.1650.1880.4150.1361.620
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
4.0123.5913.3663.1713.0832.8472.7662.5992.4111.2692.875
−0.696
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 87.12Percent of Fines (<0.063mm): 12.88
Sample ID: CEC−11−VC−10−14Sample Depth: 13.8−14.2ft
Easting: 3,511,071*Northing: 148,978*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.208
0.168
0.264
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1380.1560.1680.1810.1890.2080.2170.2380.2640.3770.2101.324
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8572.6802.5732.4662.4042.2652.2042.0711.9211.4072.253
−0.405
Percent of Gravel (16mm−2mm): 0.21Percent of Sand (<2mm−0.063mm): 99.32Percent of Fines (<0.063mm): 0.48
Sample ID: CEC−11−VC−11−0Sample Depth: 0.0−0.4ft
Easting: 3,512,749*Northing: 150,054*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.187
0.15
0.252
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1270.1400.1500.1600.1640.1870.2000.2260.2520.3500.1921.348
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9772.8372.7372.6442.6082.4192.3222.1461.9891.5152.381
−0.431
Percent of Gravel (16mm−2mm): 0.27Percent of Sand (<2mm−0.063mm): 98.77Percent of Fines (<0.063mm): 0.96
Sample ID: CEC−11−VC−11−2Sample Depth: 1.8−2.2ft
Easting: 3,512,749*Northing: 150,054*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.19
0.15
0.242
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1250.1390.1500.1610.1660.1900.2000.2210.2420.3310.1901.326
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0002.8472.7372.6352.5912.3962.3222.1782.0471.5952.393
−0.407
Percent of Gravel (16mm−2mm): 0.98Percent of Sand (<2mm−0.063mm): 97.68Percent of Fines (<0.063mm): 1.35
Sample ID: CEC−11−VC−11−4Sample Depth: 3.8−4.2ft
Easting: 3,512,749*Northing: 150,054*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.165
0.138
0.216
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1060.1280.1380.1490.1530.1650.1740.1950.2160.2850.1701.319
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.2382.9662.8572.7472.7082.5992.5232.3582.2111.8112.556
−0.399
Percent of Gravel (16mm−2mm): 0.04Percent of Sand (<2mm−0.063mm): 96.80Percent of Fines (<0.063mm): 3.16
Sample ID: CEC−11−VC−11−6Sample Depth: 5.8−6.2ft
Easting: 3,512,749*Northing: 150,054*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.172
0.136
0.228
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1060.1250.1360.1490.1540.1720.1860.2060.2280.3670.1751.400
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.2383.0002.8782.7472.6992.5402.4272.2792.1331.4462.517
−0.485
Percent of Gravel (16mm−2mm): 0.69Percent of Sand (<2mm−0.063mm): 96.53Percent of Fines (<0.063mm): 2.78
Sample ID: CEC−11−VC−11−8Sample Depth: 7.8−8.2ft
Easting: 3,512,749*Northing: 150,054*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.158
0.126
0.212
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1030.1170.1260.1380.1430.1580.1670.1890.2120.3570.1621.401
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.2793.0952.9892.8572.8062.6622.5822.4042.2381.4862.629
−0.487
Percent of Gravel (16mm−2mm): 0.36Percent of Sand (<2mm−0.063mm): 97.10Percent of Fines (<0.063mm): 2.54
Sample ID: CEC−11−VC−11−10Sample Depth: 9.8−10.2ft
Easting: 3,512,749*Northing: 150,054*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.152
0.12
0.198
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0800.1020.1200.1340.1390.1520.1580.1750.1980.3230.1531.430
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.6443.2933.0592.9002.8472.7182.6622.5152.3361.6302.704
−0.516
Percent of Gravel (16mm−2mm): 0.04Percent of Sand (<2mm−0.063mm): 92.96Percent of Fines (<0.063mm): 6.99
Sample ID: CEC−11−VC−11−12Sample Depth: 11.8−12.2ft
Easting: 3,512,749*Northing: 150,054*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.14
0.108
0.18
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0740.0980.1080.1170.1220.1400.1460.1630.1800.3530.1401.474
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.7563.3513.2113.0953.0352.8372.7762.6172.4741.5022.840
−0.560
Percent of Gravel (16mm−2mm): 0.04Percent of Sand (<2mm−0.063mm): 92.90Percent of Fines (<0.063mm): 7.06
Sample ID: CEC−11−VC−11−13Sample Depth: 12.8−13.2ft
Easting: 3,512,749*Northing: 150,054*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.213
0.165
0.359
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1390.1540.1650.1760.1850.2130.2300.2770.3592.5430.2331.971
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8472.6992.5992.5062.4342.2312.1201.8521.478
−1.3472.103
−0.979
Percent of Gravel (16mm−2mm): 8.46Percent of Sand (<2mm−0.063mm): 91.24Percent of Fines (<0.063mm): 0.29
Sample ID: CEC−11−VC−12−0Sample Depth: 0.0−0.4ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.217
0.17
0.338
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1600.1700.1840.1920.2170.2330.2760.3382.5060.2321.912
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6442.5562.4422.3812.2042.1021.8571.565
−1.3252.109
−0.935
Percent of Gravel (16mm−2mm): 7.42Percent of Sand (<2mm−0.063mm): 92.26Percent of Fines (<0.063mm): 0.33
Sample ID: CEC−11−VC−12−2Sample Depth: 1.8−2.2ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.202
0.16
0.264
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1310.1470.1600.1710.1770.2020.2130.2380.2640.4250.2041.379
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9322.7662.6442.5482.4982.3082.2312.0711.9211.2342.291
−0.464
Percent of Gravel (16mm−2mm): 2.33Percent of Sand (<2mm−0.063mm): 96.48Percent of Fines (<0.063mm): 1.18
Sample ID: CEC−11−VC−12−4Sample Depth: 3.8−4.2ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.203
0.162
0.251
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1320.1490.1620.1740.1810.2030.2110.2310.2510.3310.2021.300
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9212.7472.6262.5232.4662.3002.2452.1141.9941.5952.307
−0.379
Percent of Gravel (16mm−2mm): 0.00Percent of Sand (<2mm−0.063mm): 98.93Percent of Fines (<0.063mm): 1.07
Sample ID: CEC−11−VC−12−6Sample Depth: 5.8−6.2ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.203
0.158
0.262
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1270.1440.1580.1700.1770.2030.2130.2370.2620.3580.2031.349
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9772.7962.6622.5562.4982.3002.2312.0771.9321.4822.298
−0.432
Percent of Gravel (16mm−2mm): 0.68Percent of Sand (<2mm−0.063mm): 97.39Percent of Fines (<0.063mm): 1.92
Sample ID: CEC−11−VC−12−8Sample Depth: 7.8−8.2ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.196
0.15
0.246
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1130.1350.1500.1640.1700.1960.2050.2250.2460.3140.1931.342
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.1462.8892.7372.6082.5562.3512.2862.1522.0231.6712.370
−0.424
Percent of Gravel (16mm−2mm): 0.06Percent of Sand (<2mm−0.063mm): 97.08Percent of Fines (<0.063mm): 2.87
Sample ID: CEC−11−VC−12−10Sample Depth: 9.8−10.2ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.197
0.15
0.249
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1180.1360.1500.1650.1720.1970.2060.2270.2490.4330.1941.410
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0832.8782.7372.5992.5402.3442.2792.1392.0061.2082.362
−0.495
Percent of Gravel (16mm−2mm): 2.71Percent of Sand (<2mm−0.063mm): 95.27Percent of Fines (<0.063mm): 2.03
Sample ID: CEC−11−VC−12−12Sample Depth: 11.8−12.2ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.184
0.131
0.28
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0830.1100.1310.1490.1550.1840.2000.2340.2800.5660.1891.665
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.5913.1842.9322.7472.6902.4422.3222.0951.8370.8212.404
−0.736
Percent of Gravel (16mm−2mm): 1.42Percent of Sand (<2mm−0.063mm): 92.06Percent of Fines (<0.063mm): 6.52
Sample ID: CEC−11−VC−12−14Sample Depth: 13.8−14.2ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.151
0.117
0.22
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0930.1080.1170.1280.1340.1510.1620.1870.2200.4920.1571.546
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.4273.2113.0952.9662.9002.7272.6262.4192.1841.0232.669
−0.628
Percent of Gravel (16mm−2mm): 0.16Percent of Sand (<2mm−0.063mm): 95.45Percent of Fines (<0.063mm): 4.39
Sample ID: CEC−11−VC−12−16Sample Depth: 15.8−16.2ft
Easting: 3,513,405*Northing: 150,837*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.237
0.172
1.11
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1470.1630.1720.1910.2000.2370.2660.3481.1102.7070.3562.590
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7662.6172.5402.3882.3222.0771.9111.523
−0.151−1.4371.489
−1.373
Percent of Gravel (16mm−2mm): 13.66Percent of Sand (<2mm−0.063mm): 85.94Percent of Fines (<0.063mm): 0.40
Sample ID: CEC−11−VC−13−0Sample Depth: 0.0−0.4ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.219
0.171
0.303
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1430.1610.1710.1870.1950.2190.2340.2680.3030.5510.2251.445
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8062.6352.5482.4192.3582.1912.0951.9001.7230.8602.154
−0.531
Percent of Gravel (16mm−2mm): 2.03Percent of Sand (<2mm−0.063mm): 97.44Percent of Fines (<0.063mm): 0.53
Sample ID: CEC−11−VC−13−2Sample Depth: 1.8−2.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.186
0.148
0.269
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1240.1370.1480.1590.1630.1860.2000.2320.2690.9600.1951.633
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0122.8682.7562.6532.6172.4272.3222.1081.8940.0592.359
−0.708
Percent of Gravel (16mm−2mm): 4.07Percent of Sand (<2mm−0.063mm): 94.37Percent of Fines (<0.063mm): 1.56
Sample ID: CEC−11−VC−13−4Sample Depth: 3.8−4.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.188
0.15
0.245
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1240.1380.1500.1610.1650.1880.2000.2220.2450.3250.1901.327
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0122.8572.7372.6352.5992.4112.3222.1712.0291.6212.392
−0.409
Percent of Gravel (16mm−2mm): 0.07Percent of Sand (<2mm−0.063mm): 97.99Percent of Fines (<0.063mm): 1.94
Sample ID: CEC−11−VC−13−6Sample Depth: 5.8−6.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.202
0.161
0.252
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1330.1490.1610.1730.1790.2020.2100.2300.2520.3820.2021.334
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9112.7472.6352.5312.4822.3082.2522.1201.9891.3882.310
−0.415
Percent of Gravel (16mm−2mm): 1.71Percent of Sand (<2mm−0.063mm): 97.54Percent of Fines (<0.063mm): 0.75
Sample ID: CEC−11−VC−13−8Sample Depth: 7.8−8.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.185
0.148
0.238
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1210.1360.1480.1590.1630.1850.1960.2160.2380.3430.1871.340
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0472.8782.7562.6532.6172.4342.3512.2112.0711.5442.421
−0.422
Percent of Gravel (16mm−2mm): 0.51Percent of Sand (<2mm−0.063mm): 97.41Percent of Fines (<0.063mm): 2.08
Sample ID: CEC−11−VC−13−10Sample Depth: 9.8−10.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.192
0.147
0.244
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1150.1340.1470.1610.1660.1920.2020.2230.2440.3090.1901.338
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.1202.9002.7662.6352.5912.3812.3082.1652.0351.6942.394
−0.420
Percent of Gravel (16mm−2mm): 0.27Percent of Sand (<2mm−0.063mm): 97.39Percent of Fines (<0.063mm): 2.34
Sample ID: CEC−11−VC−13−12Sample Depth: 11.8−12.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.164
0.129
0.208
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1030.1180.1290.1410.1470.1640.1750.1930.2080.2510.1641.307
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.2793.0832.9552.8262.7662.6082.5152.3732.2651.9942.609
−0.386
Percent of Gravel (16mm−2mm): 0.03Percent of Sand (<2mm−0.063mm): 97.24Percent of Fines (<0.063mm): 2.73
Sample ID: CEC−11−VC−13−14Sample Depth: 13.8−14.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.157
0.121
0.365
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0700.0980.1210.1370.1420.1570.1670.2080.3652.1440.1912.331
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.8373.3513.0472.8682.8162.6712.5822.2651.454
−1.1002.391
−1.221
Percent of Gravel (16mm−2mm): 5.66Percent of Sand (<2mm−0.063mm): 86.00Percent of Fines (<0.063mm): 8.34
Sample ID: CEC−11−VC−13−16Sample Depth: 15.8−16.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.147
0.112
0.202
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0710.1000.1120.1230.1300.1470.1550.1750.2020.4630.1491.584
CEC Ship Shoal 2011 CoresGrain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.8163.3223.1583.0232.9432.7662.6902.5152.3081.1112.744
−0.664
Percent of Gravel (16mm−2mm): 1.52Percent of Sand (<2mm−0.063mm): 91.48Percent of Fines (<0.063mm): 7.00
Sample ID: CEC−11−VC−13−18Sample Depth: 17.8−18.2ft
Easting: 3,514,548*Northing: 150,989*
*Coordinates are feet, LA−1702OSI No.: 11ES008
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.22
0.193
0.262
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1680.1830.1930.2050.2090.2200.2260.2440.2620.3320.2231.209
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5732.4502.3732.2862.2582.1842.1462.0351.9321.5912.163
−0.274
Percent of Gravel (16mm−2mm): 0.11Percent of Sand (<2mm−0.063mm): 99.61Percent of Fines (<0.063mm): 0.28
Sample ID: CEC−12−VC−1−0Sample Depth: 0.0−0.4ft
Easting: 3,507,051*Northing: 151,827*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.22
0.19
0.275
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1640.1780.1900.2020.2070.2200.2280.2500.2750.3640.2261.253
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6082.4902.3962.3082.2722.1842.1332.0001.8621.4582.148
−0.325
Percent of Gravel (16mm−2mm): 0.78Percent of Sand (<2mm−0.063mm): 99.06Percent of Fines (<0.063mm): 0.16
Sample ID: CEC−12−VC−1−2Sample Depth: 1.8−2.2ft
Easting: 3,507,051*Northing: 151,827*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.217
0.183
0.273
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1560.1720.1830.1970.2020.2170.2260.2480.2730.3710.2211.277
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6802.5402.4502.3442.3082.2042.1462.0121.8731.4312.176
−0.353
Percent of Gravel (16mm−2mm): 1.04Percent of Sand (<2mm−0.063mm): 98.79Percent of Fines (<0.063mm): 0.16
Sample ID: CEC−12−VC−1−4Sample Depth: 3.8−4.2ft
Easting: 3,507,051*Northing: 151,827*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.22
0.188
0.277
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1620.1770.1880.2010.2060.2200.2290.2520.2770.3840.2251.272
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6262.4982.4112.3152.2792.1842.1271.9891.8521.3812.149
−0.347
Percent of Gravel (16mm−2mm): 1.63Percent of Sand (<2mm−0.063mm): 98.17Percent of Fines (<0.063mm): 0.20
Sample ID: CEC−12−VC−1−6Sample Depth: 5.8−6.2ft
Easting: 3,507,051*Northing: 151,827*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.221
0.186
0.287
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1590.1740.1860.2000.2050.2210.2310.2570.2870.5160.2281.356
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6532.5232.4272.3222.2862.1782.1141.9601.8010.9552.135
−0.439
Percent of Gravel (16mm−2mm): 3.46Percent of Sand (<2mm−0.063mm): 96.34Percent of Fines (<0.063mm): 0.20
Sample ID: CEC−12−VC−1−8Sample Depth: 7.8−8.2ft
Easting: 3,507,051*Northing: 151,827*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.227
0.2
0.278
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1780.1900.2000.2110.2150.2270.2350.2580.2780.3430.2331.211
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.4902.3962.3222.2452.2182.1392.0891.9551.8471.5442.103
−0.276
Percent of Gravel (16mm−2mm): 0.57Percent of Sand (<2mm−0.063mm): 99.24Percent of Fines (<0.063mm): 0.19
Sample ID: CEC−12−VC−1−10Sample Depth: 9.8−10.2ft
Easting: 3,507,051*Northing: 151,827*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.224
0.198
0.273
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1750.1870.1980.2090.2130.2240.2320.2530.2730.3400.2301.210
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5152.4192.3362.2582.2312.1582.1081.9831.8731.5562.123
−0.276
Percent of Gravel (16mm−2mm): 0.18Percent of Sand (<2mm−0.063mm): 99.66Percent of Fines (<0.063mm): 0.16
Sample ID: CEC−12−VC−1−12Sample Depth: 11.8−12.2ft
Easting: 3,507,051*Northing: 151,827*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.259
0.21
0.321
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1780.1950.2100.2240.2300.2590.2720.2960.3210.3980.2591.271
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.4902.3582.2522.1582.1201.9491.8781.7561.6391.3291.947
−0.347
Percent of Gravel (16mm−2mm): 0.93Percent of Sand (<2mm−0.063mm): 98.75Percent of Fines (<0.063mm): 0.31
Sample ID: CEC−12−VC−1−14Sample Depth: 13.8−14.2ft
Easting: 3,507,051*Northing: 151,827*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.209
0.179
0.244
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1520.1690.1790.1930.1980.2090.2150.2290.2440.3420.2091.237
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7182.5652.4822.3732.3362.2582.2182.1272.0351.5482.258
−0.307
Percent of Gravel (16mm−2mm): 0.69Percent of Sand (<2mm−0.063mm): 98.84Percent of Fines (<0.063mm): 0.47
Sample ID: CEC−12−VC−2−0Sample Depth: 0.0−0.4ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.212
0.187
0.239
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1600.1770.1870.1980.2020.2120.2160.2270.2390.2900.2121.174
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6442.4982.4192.3362.3082.2382.2112.1392.0651.7862.241
−0.231
Percent of Gravel (16mm−2mm): 0.03Percent of Sand (<2mm−0.063mm): 99.49Percent of Fines (<0.063mm): 0.48
Sample ID: CEC−12−VC−2−2Sample Depth: 1.8−2.2ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.207
0.178
0.235
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1470.1660.1780.1910.1960.2070.2110.2230.2350.2930.2051.203
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7662.5912.4902.3882.3512.2722.2452.1652.0891.7712.284
−0.266
Percent of Gravel (16mm−2mm): 0.30Percent of Sand (<2mm−0.063mm): 99.06Percent of Fines (<0.063mm): 0.64
Sample ID: CEC−12−VC−2−4Sample Depth: 3.8−4.2ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.209
0.184
0.235
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1530.1730.1840.1950.2000.2090.2130.2230.2350.2760.2081.173
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7082.5312.4422.3582.3222.2582.2312.1652.0891.8572.263
−0.230
Percent of Gravel (16mm−2mm): 0.25Percent of Sand (<2mm−0.063mm): 99.14Percent of Fines (<0.063mm): 0.61
Sample ID: CEC−12−VC−2−6Sample Depth: 5.8−6.2ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.206
0.173
0.236
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1340.1580.1730.1880.1940.2060.2100.2220.2360.3430.2031.264
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9002.6622.5312.4112.3662.2792.2522.1712.0831.5442.298
−0.338
Percent of Gravel (16mm−2mm): 0.20Percent of Sand (<2mm−0.063mm): 97.71Percent of Fines (<0.063mm): 2.09
Sample ID: CEC−12−VC−2−8Sample Depth: 7.8−8.2ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.196
0.159
0.227
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1300.1460.1590.1710.1770.1960.2020.2140.2270.2780.1921.241
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9432.7762.6532.5482.4982.3512.3082.2242.1391.8472.381
−0.311
Percent of Gravel (16mm−2mm): 0.27Percent of Sand (<2mm−0.063mm): 98.17Percent of Fines (<0.063mm): 1.57
Sample ID: CEC−12−VC−2−10Sample Depth: 9.8−10.2ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.188
0.151
0.22
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1230.1380.1510.1620.1670.1880.1950.2060.2200.2550.1841.241
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0232.8572.7272.6262.5822.4112.3582.2792.1841.9712.441
−0.311
Percent of Gravel (16mm−2mm): 0.19Percent of Sand (<2mm−0.063mm): 97.27Percent of Fines (<0.063mm): 2.54
Sample ID: CEC−12−VC−2−12Sample Depth: 11.8−12.2ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.187
0.147
0.22
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1120.1340.1470.1600.1650.1870.1940.2060.2200.2680.1821.279
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.1582.9002.7662.6442.5992.4192.3662.2792.1841.9002.456
−0.355
Percent of Gravel (16mm−2mm): 0.01Percent of Sand (<2mm−0.063mm): 96.72Percent of Fines (<0.063mm): 3.27
Sample ID: CEC−12−VC−2−14Sample Depth: 13.8−14.2ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.179
0.139
0.226
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0670.1230.1390.1540.1590.1790.1910.2060.2260.4160.1781.531
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.9003.0232.8472.6992.6532.4822.3882.2792.1461.2652.491
−0.614
Percent of Gravel (16mm−2mm): 0.03Percent of Sand (<2mm−0.063mm): 93.48Percent of Fines (<0.063mm): 6.49
Sample ID: CEC−12−VC−2−15Sample Depth: 14.6−15.0ft
Easting: 3,507,298*Northing: 149,398*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.231
0.2
0.304
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1740.1880.2000.2120.2170.2310.2440.2730.3040.4620.2411.307
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5232.4112.3222.2382.2042.1142.0351.8731.7181.1142.051
−0.386
Percent of Gravel (16mm−2mm): 0.54Percent of Sand (<2mm−0.063mm): 99.26Percent of Fines (<0.063mm): 0.21
Sample ID: CEC−12−VC−3−0Sample Depth: 0−0.4ftEasting: 3,508,616*Northing: 152,178*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.253
0.2
1.368
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1690.1850.2000.2140.2200.2530.2780.3731.3682.6780.4112.563
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5652.4342.3222.2242.1841.9831.8471.423
−0.452−1.4211.284
−1.358
Percent of Gravel (16mm−2mm): 13.35Percent of Sand (<2mm−0.063mm): 86.51Percent of Fines (<0.063mm): 0.15
Sample ID: CEC−12−VC−3−2Sample Depth: 1.8−2.2ft
Easting: 3,508,616*Northing: 152,178*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.221
0.194
0.27
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1700.1830.1940.2060.2100.2210.2280.2480.2700.3530.2261.227
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5562.4502.3662.2792.2522.1782.1332.0121.8891.5022.144
−0.295
Percent of Gravel (16mm−2mm): 1.49Percent of Sand (<2mm−0.063mm): 98.35Percent of Fines (<0.063mm): 0.15
Sample ID: CEC−12−VC−3−4Sample Depth: 3.8−4.2ft
Easting: 3,508,616*Northing: 152,178*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.225
0.193
0.284
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1660.1800.1930.2050.2100.2250.2350.2600.2840.3550.2311.250
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5912.4742.3732.2862.2522.1522.0891.9431.8161.4942.114
−0.322
Percent of Gravel (16mm−2mm): 1.32Percent of Sand (<2mm−0.063mm): 98.55Percent of Fines (<0.063mm): 0.13
Sample ID: CEC−12−VC−3−6Sample Depth: 5.8−6.2ft
Easting: 3,508,616*Northing: 152,178*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.217
0.186
0.26
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1620.1750.1860.1980.2040.2170.2240.2420.2600.3220.2191.219
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6262.5152.4272.3362.2932.2042.1582.0471.9431.6352.191
−0.286
Percent of Gravel (16mm−2mm): 0.02Percent of Sand (<2mm−0.063mm): 99.88Percent of Fines (<0.063mm): 0.11
Sample ID: CEC−12−VC−3−8Sample Depth: 7.8−8.2ft
Easting: 3,508,616*Northing: 152,178*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.231
0.199
0.297
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1740.1870.1990.2120.2160.2310.2430.2690.2970.4120.2391.276
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5232.4192.3292.2382.2112.1142.0411.8941.7511.2792.065
−0.352
Percent of Gravel (16mm−2mm): 2.47Percent of Sand (<2mm−0.063mm): 97.38Percent of Fines (<0.063mm): 0.15
Sample ID: CEC−12−VC−3−10Sample Depth: 9.8−10.2ft
Easting: 3,508,616*Northing: 152,178*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.258
0.214
0.304
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1840.2000.2140.2270.2320.2580.2690.2850.3040.3460.2561.213
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.4422.3222.2242.1392.1081.9551.8941.8111.7181.5311.966
−0.278
Percent of Gravel (16mm−2mm): 0.02Percent of Sand (<2mm−0.063mm): 99.85Percent of Fines (<0.063mm): 0.12
Sample ID: CEC−12−VC−3−11Sample Depth: 11.3−11.7ft
Easting: 3,508,616*Northing: 152,178*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.224
0.199
0.28
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1770.1890.1990.2100.2140.2240.2320.2540.2800.3760.2321.235
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.4982.4042.3292.2522.2242.1582.1081.9771.8371.4112.108
−0.304
Percent of Gravel (16mm−2mm): 0.99Percent of Sand (<2mm−0.063mm): 98.86Percent of Fines (<0.063mm): 0.15
Sample ID: CEC−12−VC−4−0Sample Depth: 0−0.4ftEasting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.232
0.199
0.307
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1730.1870.1990.2120.2160.2320.2450.2750.3070.4520.2421.308
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5312.4192.3292.2382.2112.1082.0291.8621.7041.1462.047
−0.387
Percent of Gravel (16mm−2mm): 1.60Percent of Sand (<2mm−0.063mm): 98.17Percent of Fines (<0.063mm): 0.23
Sample ID: CEC−12−VC−4−2Sample Depth: 1.8−2.2ft
Easting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.232
0.204
0.296
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1810.1930.2040.2150.2200.2320.2440.2700.2960.3730.2411.238
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.4662.3732.2932.2182.1842.1082.0351.8891.7561.4232.052
−0.308
Percent of Gravel (16mm−2mm): 0.74Percent of Sand (<2mm−0.063mm): 99.05Percent of Fines (<0.063mm): 0.21
Sample ID: CEC−12−VC−4−4Sample Depth: 3.8−4.2ft
Easting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.228
0.19
0.305
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1610.1770.1900.2040.2100.2280.2420.2720.3050.6000.2361.402
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6352.4982.3962.2932.2522.1332.0471.8781.7130.7372.081
−0.487
Percent of Gravel (16mm−2mm): 2.84Percent of Sand (<2mm−0.063mm): 96.74Percent of Fines (<0.063mm): 0.41
Sample ID: CEC−12−VC−4−6Sample Depth: 5.8−6.2ft
Easting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.238
0.206
0.306
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1800.1940.2060.2180.2220.2380.2530.2780.3060.4480.2471.285
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.4742.3662.2792.1982.1712.0711.9831.8471.7081.1582.020
−0.362
Percent of Gravel (16mm−2mm): 1.96Percent of Sand (<2mm−0.063mm): 97.62Percent of Fines (<0.063mm): 0.41
Sample ID: CEC−12−VC−4−8Sample Depth: 7.8−8.2ft
Easting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.26
0.211
0.328
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1800.1960.2110.2240.2300.2600.2730.2980.3280.5550.2621.347
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.4742.3512.2452.1582.1201.9431.8731.7471.6080.8491.932
−0.430
Percent of Gravel (16mm−2mm): 2.60Percent of Sand (<2mm−0.063mm): 97.07Percent of Fines (<0.063mm): 0.33
Sample ID: CEC−12−VC−4−10Sample Depth: 9.8−10.2ft
Easting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.232
0.199
0.292
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1700.1860.1990.2110.2160.2320.2450.2690.2920.3690.2381.252
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5562.4272.3292.2452.2112.1082.0291.8941.7761.4382.071
−0.325
Percent of Gravel (16mm−2mm): 1.58Percent of Sand (<2mm−0.063mm): 98.02Percent of Fines (<0.063mm): 0.40
Sample ID: CEC−12−VC−4−12Sample Depth: 11.8−12.2ft
Easting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.221
0.19
0.266
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1600.1780.1900.2030.2080.2210.2280.2490.2660.3300.2241.227
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6442.4902.3962.3002.2652.1782.1332.0061.9111.5992.161
−0.295
Percent of Gravel (16mm−2mm): 0.46Percent of Sand (<2mm−0.063mm): 99.18Percent of Fines (<0.063mm): 0.36
Sample ID: CEC−12−VC−4−14Sample Depth: 13.8−14.2ft
Easting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.21
0.183
0.239
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1560.1730.1830.1950.1990.2100.2140.2260.2390.2840.2091.181
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6802.5312.4502.3582.3292.2522.2242.1462.0651.8162.256
−0.240
Percent of Gravel (16mm−2mm): 0.03Percent of Sand (<2mm−0.063mm): 99.55Percent of Fines (<0.063mm): 0.41
Sample ID: CEC−12−VC−4−16Sample Depth: 15.8−16.2ft
Easting: 3,508,418*Northing: 151,397*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.207
0.178
0.236
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1500.1680.1780.1910.1960.2070.2110.2230.2360.2880.2061.196
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7372.5732.4902.3882.3512.2722.2452.1652.0831.7962.282
−0.259
Percent of Gravel (16mm−2mm): 0.44Percent of Sand (<2mm−0.063mm): 99.10Percent of Fines (<0.063mm): 0.46
Sample ID: CEC−12−VC−5−0Sample Depth: 0.0−0.4ft
Easting: 3,506,933*Northing: 148,990*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.2
0.167
0.228
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1410.1570.1670.1770.1840.2000.2040.2150.2280.2600.1971.197
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8262.6712.5822.4982.4422.3222.2932.2182.1331.9432.346
−0.259
Percent of Gravel (16mm−2mm): 0.23Percent of Sand (<2mm−0.063mm): 99.41Percent of Fines (<0.063mm): 0.36
Sample ID: CEC−12−VC−5−2Sample Depth: 1.8−2.2ft
Easting: 3,506,933*Northing: 148,990*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.206
0.178
0.231
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1450.1660.1780.1910.1960.2060.2100.2190.2310.2600.2041.176
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7862.5912.4902.3882.3512.2792.2522.1912.1141.9432.294
−0.234
Percent of Gravel (16mm−2mm): 0.04Percent of Sand (<2mm−0.063mm): 99.22Percent of Fines (<0.063mm): 0.74
Sample ID: CEC−12−VC−5−4Sample Depth: 3.8−4.2ft
Easting: 3,506,933*Northing: 148,990*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.205
0.175
0.23
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1630.1750.1880.1930.2050.2090.2190.2300.2590.2021.181
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6172.5152.4112.3732.2862.2582.1912.1201.9492.307
−0.240
Percent of Gravel (16mm−2mm): 0.01Percent of Sand (<2mm−0.063mm): 99.50Percent of Fines (<0.063mm): 0.49
Sample ID: CEC−12−VC−5−6Sample Depth: 5.8−6.2ft
Easting: 3,506,933*Northing: 148,990*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.197
0.164
0.223
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1340.1510.1640.1740.1790.1970.2010.2110.2230.2470.1931.196
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9002.7272.6082.5232.4822.3442.3152.2452.1652.0172.372
−0.258
Percent of Gravel (16mm−2mm): 0.18Percent of Sand (<2mm−0.063mm): 98.15Percent of Fines (<0.063mm): 1.66
Sample ID: CEC−12−VC−5−8Sample Depth: 7.8−8.2ft
Easting: 3,506,933*Northing: 148,990*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.198
0.161
0.227
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1280.1470.1610.1730.1800.1980.2030.2140.2270.2790.1931.241
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9662.7662.6352.5312.4742.3362.3002.2242.1391.8422.370
−0.311
Percent of Gravel (16mm−2mm): 0.37Percent of Sand (<2mm−0.063mm): 97.57Percent of Fines (<0.063mm): 2.06
Sample ID: CEC−12−VC−5−10Sample Depth: 9.8−10.2ft
Easting: 3,506,933*Northing: 148,990*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.189
0.147
0.214
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1130.1340.1470.1610.1660.1890.1950.2030.2140.2400.1811.245
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.1462.9002.7662.6352.5912.4042.3582.3002.2242.0592.465
−0.317
Percent of Gravel (16mm−2mm): 0.01Percent of Sand (<2mm−0.063mm): 97.24Percent of Fines (<0.063mm): 2.75
Sample ID: CEC−12−VC−5−12Sample Depth: 11.8−12.2ft
Easting: 3,506,933*Northing: 148,990*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.177
0.14
0.212
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1060.1280.1400.1530.1580.1770.1880.1990.2120.2440.1741.275
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.2382.9662.8372.7082.6622.4982.4112.3292.2382.0352.524
−0.350
Percent of Gravel (16mm−2mm): 0.05Percent of Sand (<2mm−0.063mm): 96.55Percent of Fines (<0.063mm): 3.40
Sample ID: CEC−12−VC−5−14Sample Depth: 13.8−14.2ft
Easting: 3,506,933*Northing: 148,990*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.223
0.184
0.283
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1580.1730.1840.1990.2050.2230.2340.2600.2830.3540.2261.274
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6622.5312.4422.3292.2862.1652.0951.9431.8211.4982.143
−0.349
Percent of Gravel (16mm−2mm): 0.55Percent of Sand (<2mm−0.063mm): 99.20Percent of Fines (<0.063mm): 0.24
Sample ID: CEC−12−VC−6−0Sample Depth: 0−0.4ftEasting: 3,507,253*Northing: 150,814*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.247
0.207
0.342
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1790.1940.2070.2190.2240.2470.2650.2990.3422.3070.2601.736
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.4822.3662.2722.1912.1582.0171.9161.7421.548
−1.2061.946
−0.796
Percent of Gravel (16mm−2mm): 6.32Percent of Sand (<2mm−0.063mm): 93.55Percent of Fines (<0.063mm): 0.14
Sample ID: CEC−12−VC−6−2Sample Depth: 1.8−2.2ft
Easting: 3,507,253*Northing: 150,814*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.225
0.194
0.287
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1680.1820.1940.2070.2110.2250.2350.2610.2870.4920.2321.319
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5732.4582.3662.2722.2452.1522.0891.9381.8011.0232.106
−0.400
Percent of Gravel (16mm−2mm): 3.27Percent of Sand (<2mm−0.063mm): 96.52Percent of Fines (<0.063mm): 0.21
Sample ID: CEC−12−VC−6−4Sample Depth: 3.8−4.2ft
Easting: 3,507,253*Northing: 150,814*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.22
0.192
0.267
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1660.1810.1920.2040.2080.2200.2270.2470.2670.3400.2241.224
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5912.4662.3812.2932.2652.1842.1392.0171.9051.5562.157
−0.291
Percent of Gravel (16mm−2mm): 1.09Percent of Sand (<2mm−0.063mm): 98.71Percent of Fines (<0.063mm): 0.20
Sample ID: CEC−12−VC−6−6Sample Depth: 5.8−6.2ft
Easting: 3,507,253*Northing: 150,814*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.209
0.181
0.237
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1500.1700.1810.1940.1980.2090.2130.2250.2370.2920.2081.195
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7372.5562.4662.3662.3362.2582.2312.1522.0771.7762.267
−0.257
Percent of Gravel (16mm−2mm): 0.03Percent of Sand (<2mm−0.063mm): 98.86Percent of Fines (<0.063mm): 1.11
Sample ID: CEC−12−VC−6−8Sample Depth: 7.8−8.2ft
Easting: 3,507,253*Northing: 150,814*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.214
0.189
0.247
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1610.1780.1890.2000.2040.2140.2190.2320.2470.3370.2151.209
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6352.4902.4042.3222.2932.2242.1912.1082.0171.5692.215
−0.274
Percent of Gravel (16mm−2mm): 0.85Percent of Sand (<2mm−0.063mm): 98.49Percent of Fines (<0.063mm): 0.66
Sample ID: CEC−12−VC−6−10Sample Depth: 9.8−10.2ft
Easting: 3,507,253*Northing: 150,814*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.216
0.192
0.247
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1630.1810.1920.2030.2070.2160.2200.2330.2470.3060.2171.183
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6172.4662.3812.3002.2722.2112.1842.1022.0171.7082.203
−0.242
Percent of Gravel (16mm−2mm): 0.01Percent of Sand (<2mm−0.063mm): 99.05Percent of Fines (<0.063mm): 0.94
Sample ID: CEC−12−VC−6−12Sample Depth: 11.8−12.2ft
Easting: 3,507,253*Northing: 150,814*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.211
0.184
0.239
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1540.1730.1840.1960.2010.2110.2150.2260.2390.2850.2101.183
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6992.5312.4422.3512.3152.2452.2182.1462.0651.8112.251
−0.242
Percent of Gravel (16mm−2mm): 0.01Percent of Sand (<2mm−0.063mm): 99.32Percent of Fines (<0.063mm): 0.67
Sample ID: CEC−12−VC−6−13Sample Depth: 13.1−13.5ft
Easting: 3,507,253*Northing: 150,814*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.222
0.189
0.271
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1600.1770.1890.2030.2080.2220.2310.2540.2710.3280.2251.233
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6442.4982.4042.3002.2652.1712.1141.9771.8841.6082.153
−0.303
Percent of Gravel (16mm−2mm): 0.06Percent of Sand (<2mm−0.063mm): 99.73Percent of Fines (<0.063mm): 0.21
Sample ID: CEC−12−VC−7−0Sample Depth: 0−0.4ftEasting: 3,506,519*Northing: 149,659*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.221
0.192
0.268
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1650.1810.1920.2040.2090.2210.2290.2490.2680.3340.2251.223
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.5992.4662.3812.2932.2582.1782.1272.0061.9001.5822.153
−0.290
Percent of Gravel (16mm−2mm): 0.20Percent of Sand (<2mm−0.063mm): 99.41Percent of Fines (<0.063mm): 0.39
Sample ID: CEC−12−VC−7−2Sample Depth: 1.8−2.2ft
Easting: 3,506,519*Northing: 149,659*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.216
0.19
0.251
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1620.1790.1900.2010.2050.2160.2210.2350.2510.3200.2181.201
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6262.4822.3962.3152.2862.2112.1782.0891.9941.6442.200
−0.264
Percent of Gravel (16mm−2mm): 0.25Percent of Sand (<2mm−0.063mm): 99.45Percent of Fines (<0.063mm): 0.30
Sample ID: CEC−12−VC−7−4Sample Depth: 3.8−4.2ft
Easting: 3,506,519*Northing: 149,659*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.209
0.178
0.241
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1490.1680.1780.1920.1970.2090.2140.2270.2410.2910.2081.206
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7472.5732.4902.3812.3442.2582.2242.1392.0531.7812.267
−0.270
Percent of Gravel (16mm−2mm): 0.02Percent of Sand (<2mm−0.063mm): 99.75Percent of Fines (<0.063mm): 0.24
Sample ID: CEC−12−VC−7−6Sample Depth: 5.8−6.2ft
Easting: 3,506,519*Northing: 149,659*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.194
0.16
0.225
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1340.1490.1600.1700.1740.1940.2000.2120.2250.2550.1911.212
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9002.7472.6442.5562.5232.3662.3222.2382.1521.9712.387
−0.278
Percent of Gravel (16mm−2mm): 0.11Percent of Sand (<2mm−0.063mm): 99.21Percent of Fines (<0.063mm): 0.68
Sample ID: CEC−12−VC−7−8Sample Depth: 7.8−8.2ft
Easting: 3,506,519*Northing: 149,659*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.203
0.172
0.227
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1410.1600.1720.1850.1910.2030.2060.2160.2270.2500.1991.179
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8262.6442.5402.4342.3882.3002.2792.2112.1392.0002.326
−0.238
Percent of Gravel (16mm−2mm): 0.32Percent of Sand (<2mm−0.063mm): 99.12Percent of Fines (<0.063mm): 0.57
Sample ID: CEC−12−VC−7−10Sample Depth: 9.8−10.2ft
Easting: 3,506,519*Northing: 149,659*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.206
0.173
0.238
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1350.1580.1730.1870.1930.2060.2110.2240.2380.3410.2041.264
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8892.6622.5312.4192.3732.2792.2452.1582.0711.5522.294
−0.338
Percent of Gravel (16mm−2mm): 0.65Percent of Sand (<2mm−0.063mm): 97.52Percent of Fines (<0.063mm): 1.84
Sample ID: CEC−12−VC−7−12Sample Depth: 11.8−12.2ft
Easting: 3,506,519*Northing: 149,659*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.201
0.162
0.234
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1290.1480.1620.1760.1830.2010.2060.2190.2340.3150.1971.272
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9552.7562.6262.5062.4502.3152.2792.1912.0951.6672.345
−0.347
Percent of Gravel (16mm−2mm): 0.27Percent of Sand (<2mm−0.063mm): 98.16Percent of Fines (<0.063mm): 1.58
Sample ID: CEC−12−VC−7−14Sample Depth: 13.8−14.2ft
Easting: 3,506,519*Northing: 149,659*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.206
0.17
0.244
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1430.1600.1700.1830.1900.2060.2120.2280.2440.3170.2041.250
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.8062.6442.5562.4502.3962.2792.2382.1332.0351.6572.290
−0.322
Percent of Gravel (16mm−2mm): 0.67Percent of Sand (<2mm−0.063mm): 99.00Percent of Fines (<0.063mm): 0.33
Sample ID: CEC−12−VC−8−0Sample Depth: 0.0−0.4ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.208
0.171
0.268
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1450.1610.1710.1830.1900.2080.2170.2400.2682.1940.2121.760
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7862.6352.5482.4502.3962.2652.2042.0591.900
−1.1342.238
−0.815
Percent of Gravel (16mm−2mm): 5.61Percent of Sand (<2mm−0.063mm): 94.14Percent of Fines (<0.063mm): 0.25
Sample ID: CEC−12−VC−8−2Sample Depth: 1.8−2.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.214
0.185
0.25
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1590.1740.1850.1970.2020.2140.2190.2340.2500.3060.2151.202
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.6532.5232.4342.3442.3082.2242.1912.0952.0001.7082.220
−0.266
Percent of Gravel (16mm−2mm): 0.03Percent of Sand (<2mm−0.063mm): 99.61Percent of Fines (<0.063mm): 0.35
Sample ID: CEC−12−VC−8−4Sample Depth: 3.8−4.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.207
0.173
0.244
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1440.1620.1730.1860.1920.2070.2130.2290.2440.3060.2061.236
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.7962.6262.5312.4272.3812.2722.2312.1272.0351.7082.280
−0.305
Percent of Gravel (16mm−2mm): 0.25Percent of Sand (<2mm−0.063mm): 99.29Percent of Fines (<0.063mm): 0.45
Sample ID: CEC−12−VC−8−6Sample Depth: 5.8−6.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.203
0.166
0.238
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1340.1530.1660.1800.1870.2030.2090.2230.2380.3100.2001.258
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9002.7082.5912.4742.4192.3002.2582.1652.0711.6902.321
−0.332
Percent of Gravel (16mm−2mm): 1.40Percent of Sand (<2mm−0.063mm): 97.60Percent of Fines (<0.063mm): 1.01
Sample ID: CEC−12−VC−8−8Sample Depth: 7.8−8.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.196
0.159
0.224
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1310.1470.1590.1700.1760.1960.2010.2120.2240.2500.1911.213
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9322.7662.6532.5562.5062.3512.3152.2382.1582.0002.387
−0.279
Percent of Gravel (16mm−2mm): 0.01Percent of Sand (<2mm−0.063mm): 99.21Percent of Fines (<0.063mm): 0.78
Sample ID: CEC−12−VC−8−10Sample Depth: 9.8−10.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.187
0.152
0.22
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1280.1410.1520.1620.1660.1870.1940.2060.2200.2520.1841.228
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9662.8262.7182.6262.5912.4192.3662.2792.1841.9892.440
−0.296
Percent of Gravel (16mm−2mm): 0.41Percent of Sand (<2mm−0.063mm): 98.86Percent of Fines (<0.063mm): 0.73
Sample ID: CEC−12−VC−8J−10Sample Depth: 9.8−10.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.196
0.158
0.223
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1280.1450.1580.1700.1760.1960.2010.2110.2230.2480.1901.217
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9662.7862.6622.5562.5062.3512.3152.2452.1652.0122.393
−0.283
Percent of Gravel (16mm−2mm): 0.01Percent of Sand (<2mm−0.063mm): 98.29Percent of Fines (<0.063mm): 1.70
Sample ID: CEC−12−VC−8J−12Sample Depth: 11.8−12.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.194
0.161
0.224
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1340.1490.1610.1700.1750.1940.2000.2110.2240.2510.1911.206
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
2.9002.7472.6352.5562.5152.3662.3222.2452.1581.9942.386
−0.270
Percent of Gravel (16mm−2mm): 0.96Percent of Sand (<2mm−0.063mm): 98.23Percent of Fines (<0.063mm): 0.81
Sample ID: CEC−12−VC−8J−14Sample Depth: 13.8−14.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.192
0.153
0.22
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.1220.1390.1530.1660.1710.1920.1970.2070.2200.2470.1861.232
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.0352.8472.7082.5912.5482.3812.3442.2722.1842.0172.425
−0.301
Percent of Gravel (16mm−2mm): 0.06Percent of Sand (<2mm−0.063mm): 97.40Percent of Fines (<0.063mm): 2.55
Sample ID: CEC−12−VC−8J−16Sample Depth: 15.8−16.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.1110
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.185
0.14
0.216
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0850.1240.1400.1550.1610.1850.1930.2030.2160.2470.1781.331
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.5563.0122.8372.6902.6352.4342.3732.3002.2112.0172.494
−0.413
Percent of Gravel (16mm−2mm): 0.08Percent of Sand (<2mm−0.063mm): 94.56Percent of Fines (<0.063mm): 5.36
Sample ID: CEC−12−VC−8J−18Sample Depth: 17.8−18.2ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
0.010.11100
10
20
30
40
50
60
70
80
90
100
Grain Size in mm
Pro
babi
lity
Fin
er b
y W
eigh
t (%
)
0.182
0.139
0.22
FineSandGravel
D5: D10: D16: D25: D30: D50: D60: D75: D84: D95: Mean Grain Size: Standard Deviation:
0.0690.1220.1390.1540.1600.1820.1920.2040.2200.3320.1771.457
CEC Ship Shoal 2012 Cores − CAM IICaminada Headland Beach and Dune Restoration Project
Grain Size Distribution−Cumulative Probability Curve
Sieve Analysis Results: (mm) (phi)
3.8573.0352.8472.6992.6442.4582.3812.2932.1841.5912.496
−0.543
Percent of Gravel (16mm−2mm): 0.13Percent of Sand (<2mm−0.063mm): 93.54Percent of Fines (<0.063mm): 6.33
Sample ID: CEC−12−VC−8J−19Sample Depth: 18.8−19.1ft
Easting: 3,509,050*Northing: 150,295*
*Coordinates are feet, LA−1702OSI No.: 12ES018
ATTACHMENT C
Revised Construction Plans Sheets
