Grain Size Distribution Report 

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%+3" %Gravel %Sand %"Fines 

Coarse [ Fine Coarse[ Medium I Fine Silt I Clay 

0.0 0.0 I 2.5 0.8 3.5 89.4 3.8 

Test Results (ASTM D 422 & ASTM D 1140) Materiai·Descrigtion 

Opening Percent Spec. * Pass? SAND, fine quartz, few medium to little fme saod sized shell 

Size Finer (Percent) . (X=Fail) fragments, trace silt, dark gray 

1/2" 100.0 

3/8" 97.8 Atterberg Limits (ASTM D 43181 

#4 97.5 PL= NP LL= NP PI= NP 

#10 96.7 

Classification #20 95.0 

#40 93.2 uses (D 2487)= SP AASHTO (M 145)= A-3 

#60 89.1 Coefficients 

#140 10.5 o90= 0.2742 o85- 0.2337 o60= 0.1787 

#200 3.8 o50= 0.1633 o30= 0.1357 o 15= o.ll42 

#230 2.8 o10= o.1049 Cu= 1.70 Cc= 0.98 

Remarks 

Percent Moisture (Wet): 25.5% 

Percent Solids: 74.5% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC /JT • 

Checked By: 

Title: P.~~~~~ ' .., (no specification provided) 

Sample Number: JAX-SPIO-N02-CHEM Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Aoamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX. FL. 
Grain Size Distribution Report 

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%Gravel %Sand %Fines 

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0.0 0.0 I 0.3 o.8 I 4.1 I 93.3 1.5 

Test Results (ASTM D 422 & ASTM D 1140) Material Descrigtion 

Opening Percent Spec. . Pass? SAND, fine quartz, few fme sand sized shell fragments, dark 

Size Finer (Percent) (X=Fail) gray 

3/8 100.0 

#4 99.7 Atterberg Limits {ASTM D 4318} 

#10 98.9 PL= NP LL= NP PI- NP 

#20 97.1 

#40 94.8 Classification 

#60 81.4 uses (D 2487)= SP AAS HTO (M 145)= A-3 

#140 3.3 Coefficients 

#200 1.5 o90= 0.2978 o85- 0.2651 o60= 0.1969 

#230 1.4 o50= 0.1797 o30= 0.1498 o15= 0.1282 

o10= 0.1201 . C0= 1.64 Cc= 0.95 

Remarks 

Percent Moisture (Wet): 23.2 

Percent Solids: 76.8% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: "l<J!;, ,/\ .l :; l J< t w (,\_...,;.., 

Title: n43t~f~~ n~ ji{f.riFII. "T trQ, I'd/ ,)l_J>'L. t ~f'll\li 

(no specification provided) 

Sample Number: JAX-SP10-N03-CHEM Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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%Gravel %Sand %Fines 

Coarse Fine Coarse I Medium I Fine Silt I Clay 

0.0 0.0 1.3 0.2 0.7 I 93.3 4.5 

Test Results (ASTM D 422 & ASTM D 1140) Material Descri[!tion 

Opening Percent Spec. . Pass? SAND, fme quartz, few fme sand sized shell fragments, trace 

Size Finer (Percent) (X=Fail) silt, dark gray 

1/2 100.0 

3/8 98.7 Atterberg Limits {ASTM D 4318} 

#4 98.7 PL= NP LL= NP PI- NP 

#10 98.5 

#20 98.1 Classification 

#40 97.8 uses (D 2487)= SP AASHTO (M 145)= A-3 

#60 97.2 Coefficients 

#140 18.5 o90= 0.2211 o85- 0.2076 o60= 0.1616 

#200 4.5 o50= 0.14.75 o30= 0.1216 o15= 0.1005 

#230 3.0 o10= 0.0912 Cu= 1.77 Cc= 1.00 

Remarks 

Percent Moisture (Wet): 29.3% 

Percent Solids: 70.7% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: ~ Ccf# "SLJzhcL'CuA-.:_ 

Title: i:?'?! . .t:·:g :-~~'-"':-:·.i''-< --. 

(no specification provided) 

Sample Number: JAX-SPJO-N04-CHEM Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Anamar Enviromnental Consulting, Inc. 

Project: Jax Site Designation Survey Sp1ing 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE- mm. 

%Gravel %Sand %Fines 

%+3" Coarse I Fine Coarse I Medium I Fine Silt I Clay 

0.0 0.0 I 0.5 o.3 I 2.7 78.4 18.1 

Test Results (ASTM D 422 & ASTM D 1140) Material Descril!tion 

Opening Percent Spec. • Pass? SAND, fine quartz, little fme sand sized shell fragments, little 

Size Finer (Percent) (X=Fail) silt, dark gray 

1/2 100.0 

3/8 99.5 Atterberg Limits {ASTM D 4318} 

#4 99.5 PL= NP LL= NP PI= NP 

#10 99.2 

Classification #20 98.2 

#40 96.5 uses (D 2487)= SM AASHTO (M 145)= A-2-4(0) 

#60 93.8 Coefficients 

#140 26.4 o90= 0.2319 o85= 0.2149 o60= 0.1613 

#200 18.1 o50= 0.1450 o30= 0.1130 D1s= 

#230 16.4 D1o= Cu= Cc= 

Remarks 

Percent Moisture (Wet): 29.2% 

Percent Solids: 70.8% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: \~ :S.u_khwa~ 

Title:f!AJ~_KHWANI 

(no specification provided) 

Sample Number: JAX-SP10-N06-CHEM Date Sampled: 3-30-10 

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Client: Anamar Enviromnental Consulting, Inc. MACTEC ENGINEERING. Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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%Gravel %Sand %Fines 

Coarse I Fine Coarse I Medium I Fine Silt I Clay 

0.0 0.0 I 0.3 o.3 I 1.2 I 90.3 7.9 

Test Results (ASTM D 422 & ASTM D 1140) Material Descrigtion 

Opening Percent Spec. • Pass? SAND, fine quartz, few fme sand sized shell fragments, few silt, 

Size Finer (Percent) (X=Fail) dark gray 

1/2 100.0 

3/8 99.7 Atterberg Limits {ASTM D 4318) 

#4 99.7 PL= NP LL- NP PI- NP 

#10 99.4 

#20 98.9 Classification 

#40 98.2 uses (D 2487)= SP-SM AASHTO (M 145)= A-3 

#60 97.3 Coefficients 

#140 26.5 o90= 0.2166 o85- 0.2017 o60= 0.1522 

#200 7.9 o50= o.l375 o30= 0.1107 o15= 0.0894 

#230 5.4 o10= 0.0803 Cu= 1.90 C0= 1.00 

Remarks 

Percent Moistme (Wet): 30.5% 

Percent Solids: 69.5% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: 'RcfU Swz\,wo..~ Title: ~-f~J~.~l SUY.~~·i.A_l/\f\!1 

(_no specification provided) 

Sample Number: JAX-SP10-N07-CHEM Date Sampled: 3-30-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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%Gravel %Sand %Fines 

Coarse I Fine Coarse Medium I Fine Silt I Clay 

0.0 0.0 I 0.6 1.2 44.8 I 51.9 1.5 

Test Results_(ASTM D 422 & ASTM D 1140) Material DescriJ;!tion 

Opening Percent spec. • Pass? SAND, fine quartz, few fine sand sized shell fragments, trace 

Size Finer (Percent) (X=Fail) silt, Brown 

3/8 100.0 

#4 99.4 Atterberg Limits (ASTM D 431 B) 

#10 98.2 PL= NP LL= NP PI- NP 

#20 92.4 

#40 53.4 Classification 

#60 14.0 uses (D 2487)= SP AASHTO (M 145)= A-3 

#140 2.3 Coefficients 

#200 1.5 o90= 0.7912 o85= 0.7007 o60= 0.4637 

#230 1.4 o50= 0.4072 o30= 0.3177 o15= 0.2545 

o10= 0.2043 Cu= 2.27 Cc= 1.07 

Remarks 

Percent Moisture (Wet): 22.1% 

Percent Solids: 77.9% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: ~ ~u~g~ Title: RAJ I SUKI:M/Af\ll 

(no specification provided) 

Sample Number: JAX-SP10-N08-CHEM Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673R04450125 JAX. FL. 
Grain Size Distribution Report 

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%Gravel %Sand %Fines 

Coarse I Fine Coarse Medium I Fine Silt I Clay 

0.0 0.0 0.8 2.6 49.2 I 45.9 1.5 

Test Results (ASTM D 422 & ASTM D 1140) Material Descrigtion 

Opening Percent Spec. * Pass? SAND, fine quartz, few medium to little fine sand sized shell 

Size Finer (Percent) (X=Fail) fragments, trace silt, dark gray 

1/2 100.0 

3/8 99.9 Atterberg Limits {ASTM D 4318) 

#4 99.2 PL= NP LL= NP PI- NP 

#10 96.6 

#20 83.7 Classification 

#40 47.4 uses (D 2487)= SP AASHTO (M 145)= A-1-b 

#60 12.8 Coefficients 

#140 2.1 o90= 1.0754 o85- 0.8847 o60= 0.5161 

#200 1.5 o50= 0.4415 o30= 0.3327 o15= 0.2614 

#230 1.4 o10= 0.2151 Cu= 2.40 Cc= 1.00 

Remarks 

Percent Moisture (Wet): 20.4% 

Percent Solids: 79.6% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC/ JT 

Checked By: '"Ro~i '5 Ll k.kL!-.(:)...~ 

Title: !Rtt,UN~ S~JKHWANt 

,.._ (no specification provided) 

Sample Number: JAX-SP10-N09-CHEM Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: J ax Site Designation Survey Spring 20 I 0 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE - mm. 

%Gravel %Sand %Fines o/o +3" Coarse I Fine Coarse Medium Fine Silt I Clay 

0.0 0.0 I 5.7 0.5 3.8 85.9 4.1 

Test Results (ASTM D 422 & ASTM D 1140) Material Descrigtion 

Opening Percent Spec. • Pass? SAND, fine quartz, few fme sand sized shell fragments, trace 

Size Finer (Percent) (X=Fail) silt, brown 

112 100.0 

3/8 94.7 Atterberg Limits {ASTM D 4318) 

#4 94.3 PL= NP LL= NP PI- NP 

#10 93.8 

Classification #20 92.0 

#40 90.0 uses (D 2487)= SP AASHTO (M 145)= A-3 

#60 86.3 Coefficients 

#140 10.9 o90= 0.4258 o85= 0.2438 o60= 0.1812 

#200 4.1 o50= 0.1648 o30= o. 1359 o15= 0.1136 

#230 3.2 o10= o.I039 Cu= 1.74 Cc= 0.98 

Remarks 

Percent Moisture (Wet): 21.1% 

Percent Solids: 78.9% 

Duplicate Sample 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC /JT 

Checked By: ~~/U- :~ Title: ---1 Sllk:iiL.:....I\!1 

(no specification provided) 

Sample Number: JAX-SPIO-N09-CHEM-D Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 20 I 0 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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%Gravel %Sand %Fines 0

/o +3" Coarse I Fine Coarse I Medium I Fine Silt I Clay 

0.0 0.0 1.6 2.4 47.2 I 47.4 1.4 

Test Results (ASTM D 422 & ASTM D 1140) Material Descri(!tion 

Opening Percent Spec. * Pass? SAND, fme quartz, little medium.to fine sand sized shell 

Size Finer (Percent) (X=Fail) fragments, trace silt, brown 

1/2 100.0 

3/8 99.5 Atterberg Limits (ASTM D 4318) 

#4 98.4 PL= NP LL= NP PI= NP 

#10 96.0 

Classification #20 83.4 

#40 48.8 uses (D 2487)= SP AASHTO (M 145)= A-1-b 

#60 14.1 Coefficients 

#140 2.1 o90= 1.1091 o85= 0.8957 o60= 0.5070 

#200 1.4 o50= 0.4325 o30= 0.3255 o15= 0.2548 

#230 1.3 o10= 0.2050 Cu= 2.47 C0 = 1.02 

Remarks 

Percent Moisture (Wet): 21.0% 

Percent Solids: 79.0% 

Triplicate sample 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: '17 (\ ,JnAl: S-t4.Ju.-.>(;V~~ Title: H~lf\\i SUKHV\IA\Ili 

(no specification provided) 

Sample Number: JAX-SPIO-N09-CHEM-T Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Anarnar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 20 I 0 

AND CONSULTING, INC. ProJect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE - mm. 

%+3" %Gravel %Sand %Fines 

Coarse I Fine Coarse I Medium I Fine Silt I Clay 

0.0 0.0 I 1.0 2.9 53.0 I 41.8 1.3 

Test Results (ASTM D 422 & ASTM D 1140) Material Descri(ltion 

Opening Percent Spec. . Pass? SAND, fme quartz, little medium to fine sand sized shell 

Size Finer (Percent) (X=Fail) fragments, trace silt, brown 

1/2 100.0 

3/8 100.0 Atterberg Limits {ASTM D 4318) 

#4 99.0 PL= NP LL- NP PI= NP 

#10 96.1 

Classification #20 82.5 

#40 43.1 uses (D 2487)= SP AAS HTO (M 145)= A-1-b 

#60 12.1 Coefficients 

#140 1.9 o90= 1.0975 o85= 0.9119 o60= 0.5512 

#200 1.3 o50= 0.4717 o30= 0.3486 o15= 0.2671 

#230 1.2 o10= 0.2361 Cu= 2.34 Cc= 0.93 

Remarks 

Percent Moisture (Wet): 21.1% 

Percent Solids: 78.9% 

Duplicate Sample 

Date Received: 4-8-I 0 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: 

Title: 

(no specification provided) 

Sample Number: JAX-SP10-N09-CHEM-D Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE - mm. 

%+3" %Gravel %Sand %Fines 

Coarse I Fine Coarse I Medium I Fine Silt I Clay 

0.0 0.0 I 5.7 0.5 3.8 I 85.9 4.1 

Test Results (ASTM D 422 & ASTM D 1140) Material Descrigtion 

Opening Percent Spec. * Pass? SAND, fme quartz, few medium to fine sand sized shell 

Size Finer (Percent) (X=Fail) fragments, few fme gravel sized shell fragments, trace silt, dark 

1/2 100.0 gray 

3/8 94.7 Atterberg Limits {ASTM D 4318) 

#4 94.3 PL= NP LL= NP PI- NP 

#10 93.8 

#20 92.0 Classification 

#40 90.0 uses (D 2487)= SP AASHTO (M 145)= A-3 

#60 86.3 Coefficients 

#140 10.9 o90= 0.4258 o85= 0.2438 o60= 0.1812 

#200 4.1 o50= 0.1648 o30= 0.1359 o15= 0.1136 

#230 3.2 o10= 0.1039 Cu= 1.74 Cc= 0.98 

Remarks 

Percent Moisture (Wet): 27.7% 

Percent Solids: 72.3% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I IT 

Checked By: ~a.,~,.;. S'..t.\.J..--kc~- Title: RAJNI <:>UKI:I\liiANt 

* (no specification provided) 

Sample Number: JAX-SP10-N10-CHEM ND:l- 0JC\-\- 0\Jf Date Sampled: 3-29-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE - mm. 

%Gravel %Sand %Fines 

%+3" Coarse Fine Coarse Medium I Fine Silt I Clay 

0.0 0.0 4.0 2.6 65.0 I 26.0 2.4 

Test Results (ASTM D 422 & ASTM D 1140) Material Descrigtion 

Opening Percent Spec. * Pass? SAND, little medium to mostly fine quartz, little medium to fine 

Size Finer (Percent) (X=Fail) sand sized shell fragments, trace silt, dark gray 

3/4 100.0 

1/2 98.8 Atterberg Limits {ASTM D 4318) 

3/8 98.8 PL= NP LL= NP PI- NP 

#4 96.0 

Classification #10 93.4 

#20 74,6 uses (D 2487)= SP AAS HTO (M 145)= A-1-b 

#40 28.4 Coefficients 

#60 8.1 o90= 1.3677 o85= 1.0971 o60= 0.6725 

#140 3.4 o50= 0.5843 o30= 0.4362 o15= 0.3199 

#200 2.4 o10= 0.2121 Cu= 2.47 C0 = 1.04 

#230 2.1 

Remarks 

Percent Moisture (Wet): 21.7% 

Percent Solids: 78.3% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC/ JT 

Checked By: <l~ 1.u~~ Title: ~.AJ~\ SUKHVVAN~ 

(no specification provided) 

Sample Number: JAX-SP10-S02-CHEM Date Sampled: 3-30-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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%+3" 

%Gravel %Sand %Fines 

Coarse I Fine Coarse Medium I Fine Silt I Clay 

0.0 0.0 I 0.2 o.4 I 1.9 I 80.7 16.8 

Test Results (ASTM D 422 & ASTM D 1140} Material Description 

Opening 

Size 

Percent 

Finer 

Spec.* 

(Percent} 

Pass? 

(X=Fail} 

SAND, fine quartz, few fine sand sized shell fragments, little silt, 

dark gray 

1/2 

3/8 

#4 

#10 

#20 

#40 

#60 

#140 

#200 

#230 

100.0 

100.0 

99.8 

99.4 

98.5 

97.5 

96.1 

37.8 

16.8 

13.6 

(no specification provided) 

Sample Number: JAX-SPIO-S04-CHEM 

MACTEC ENGINEERING. 

AND CONSULTING, INC. 

Atterberg Limits IASTM D 4318) 

PL= NP LL= NP PI- NP 

Classification 

USGS (D 2487)= SM AASHTO (M 145)= A-2-4(0) 

o90= 0.2142 

o 50= 0.1232 

D1o= 

Coefficients 

o85- 0.1957 

D30= 0.0956 

Cu= 

Remarks 

Percent Moisture (Wet): 30.0% 

Percent Solids: 70.0% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: '-'M'-'C'-'/--=Jc=T-----r---c-.-ft---ft---~--

Checked By: 'Rr~A.t. lLJ}i\!:~ 

Title: RAiNi SUKHWANI 

Date Sampled: 3-30-10 

Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

Proiect No: 673804450125 JAX. FL. 
Grain Size Distribution Report 

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GRAIN SIZE - mm. 

%Gravel %Sand %Fines 0

/o +3" Coarse Fine coarseT Medium 1 Fine Silt I Clay -

0.0 0.0 1.1 0.9 30.3 I 66.3 1.4 

Test Results (ASTM D 422 & ASTM D 1140) Material DescriQtion 

Opening Percent Spec. * Pass? SAND, fine quartz, few medium to little fine sand sized shell 

Size Finer (Percent) (X=Fail) fragments, trace silt, dark gray 

3/8 100.0 

#4 98.9 Atterberg Limits (ASTM D 4318} 

#10 98.0 PL= NP LL= NP PI= NP 

#20 95.2 Classification #40 67.7 

#60 23.6 uses (D 2487)= SP AASHTO (M 145)= A-3 

#140 2.8 Coefficients 

#200 1.4 o90= 0.6658 o85= o.sno o60= 0.3859 

#230 1.3 o50= 0.3440 o30= 0.2728 o15= 0.2144 

o10= 0.1880 C0 = 2.05 Cc= 1.03 

Remarks 

Percent Moisture (Wet): 19.8% 

Percent Solids: 80.2% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: ~'W-· X.~ Title: [l~.h).\ SUi{)1\f1./;;:".~~~ 

(no specification provided) 

Sample Number: JAX-SPIO-S05-CHEM Date Sampled: 3-31-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: J ax Site Designation Survey Spring 20 I 0 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE - mm. 

%+3" 

%Gravel %Sand %Fines 

Coarse Fine Coarse I Medium Fine Silt I Clay 

0.0 0.0 0.0 o.5 I 4.1 74.7 20.7 

Test Results (ASTM D 422 & ASTM D 1140) Material Descri(ltion 

Opening Percent Spec. • Pass? SAND, fme quartz, trace medium to few fine sand sized shell 

Size Finer (Percent) (X=Fail) fragments, little silt, dark gray 

3/8 100.0 

#4 100.0 Atterberg Limits {ASTM D 4318) 

#10 99.5 PL= NP LL= NP PI= NP 

#20 98.3 

#40 95.4 Classification 

#60 93.1 uses (D 2487)= SM AASHTO (M 145)= A-2-4(0) 

#140 44.9 Coefficients 

#200 20.7 o90= 0.2222 o85- 0.1953 o60= 0.1287 

#230 16.4 o50= 0.1129 o30= o.o880 D1s= 

D1o= Cu= Cc= 

Remarks 

Percent Moisture (Wet): 24.6% 

Percent Solids: 75.4% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT. _ ~ 

Checked 

Title: 

By: 

RAJ! 1:~~l SUKHWANI 

kl ~ 

(no specification provided) 

Sample Number: JAX-SP10-S06-CHEM Date Sampled: 3-31-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE- mm. 

%Gravel %Sand %Fines %+3" Coarse I Fine Coarse I Medium Fine Silt I Clay 

0.0 0.0 0.0 0.0 0.8 97.6 1.6 

Test Results {ASTM D 422 & ASTM D 1140) Material Description 

Opening Pass? 

Size 

Percent 

Finer 

Spec.* 

{Percent) {X=Fail) 

SAND, fine quartz, trace fme saud sized shell fragments, trace 

silt, brown 

1/2 

3/8 

#4 

#10 

#20 

#40 

#60 

#140 

#200 

#230 

100.0 

100.0 

100.0 

100.0 

99.8 

99.2 

91.6 

7.1 

1.6 

1.2 

(no specification provided) 

Sample Number: JAX-SP10-S07-CHEM 

MACTEC ENGINEERING. 

AND CONSULTING, INC. 

Atterberg Limits (ASTM D 4318) 

PL= NP LL= NP PI- NP 

Classification 

USGS {D 2487)= SP AASHTO {M 145)= A-3 

o90= 0.2440 

o50= 0.1654 

o10= 0.1116 

Coefficients 

o85- 0.2286 

o30= 0.1393 

Cu= 1.61 

Remarks 

Percent Moisture (Wet): 22.6% 

Percent Solids: 77.4% 

o60= 0.1799 

o15= 0.1194 

Cc= 0.97 

Date Received: 4-8-10 Date Tested: 4-12-10 

Date Sampled: 3-31-10 

Client: Anamar Environmental Consulting, lnc. 

Project: Jax Site Designation Survey Spring 2010 

Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE- mm. 

%Gravel %Sand %Fines %+3" Coarse I Fine Coarse I Medium I Fine Silt I Clay 

0.0 0.0 I 0.8 ul 40.3 I 56.1 1.5 

Test Results (ASTM D 422 & ASTM D 1140) Material Descrigtion 

Opening Percent Spec. . Pass? SAND, fme quartz, little medium to fine sand sized shell 

Size Finer (Percent) (X=Fail) fragments, trace silt, gray 

1/2 100.0 

3/8 99.7 Atterberg Limits (ASTM D 4318) 

#4 99.2 PL= NP LL- NP PI- NP 

#10 97.9 

Classification #20 94.5 

#40 57.6 uses (D 2487)= SP AASHTO (M 145)= A-3 

#60 20.3 Coefficients 

#140 2.0 o90= o.7425 o85= 0.6621 o60= 0.4392 

#200 1.5 o50= 0.3837 o30= 0.2925 o15= o .2240 -

#230 1.4 o10= 0.1954 Cu= 2.25 Cc= 1.00 

Remarks 

Percent Moisture (Wet): 21.8%, 22.0%, 21.4% 

Percent Solids: 78.2%, 78.0%, 78.6% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checked By: 2·- s· i, . ~-"V'u(- _Jlk It ').()JA,A. 

Title: BA.J .I SUKHW!INI 

(no specification provided) 

Sample Number: JAX-SP10-S08-CHEM Date Sampled: 3-30-10 

MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

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GRAIN SIZE - mm. 

%Gravel %Sand %Fines o/o +3" Coarse -] Fine Coarse Medium -+- Fine Silt I Clay 

0.0 0.0 I 0.1 0.3 15.9 82.4 1.3 

Test Results (ASTM D 422 & ASTM D 1140) Material DescriQtion 

Opening Percent Spec. • Pass? SAND, few medium to mostly fine quartz, few medium to little 

Size Finer (Percent) (X=Fail) fme sand sized shell fragments, trace silt, gray 

3/8 100.0 

#4 99.9 Atterberg Limits (ASTM D 4318) 

#10 99.6 PL= NP LL- NP PI- NP 

#20 97.6 

Classification #40 83.7 

#60 50.0 uses (D 2487)= SP AASHTO (M 145)= A-3 

#140 2.9 Coefficients 

#200 1.3 o90= 0.5035 o85= 0.4376 o60= 0.2871 

#230 1.1 o50= 0.2499 o30= 0.1886 o15= 0.1472 

o10= 0.1327 Cu= 2.16 Cc= 0.93 

Remarks 

Percent Moisture (Wet): 22.2% 

Percent Solids: 77.8% 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC I JT 

Checke~i:~~ ~J:"nNv,\:~0kkt-~ """""' (no specification provided) 

Sample Number: JAX-SP10-S013-CHEM Date Sampled: 3-31-10 

MACTEC ENGINEERING. Client: Anamar Enviromnental Consulting, Inc. 

Project: J ax Site Designation Survey Spring 2010 

AND CONSULTING, INC. Proiect No: 673804450125 JAX FL. 
Grain Size Distribution Report 

.. E c -~ . " 0 0 0 .E .E ,!;;;; ~ 0 ·- 0 0 0 0 0 0 ~ 0 ·- 00 ;;;_, ~M it " \1 ~ it 00 " 00 ~ N ~ ~ ~ " " 100 I I I 't I I I 

I 1: I I I I I I I I I I 

90 I ~ 

: : 

I 

: \ I : I I[ I I I I I I I I 

80 ' ' ' ' ' ' ' ' ' ' 

I I I I I I I I I I I I I I 

70 I ! ! I I ! ! _j_ I I 

0:: I I I I 

: 

I 

: 

I I I I I I I I 

w I I I I z 60 

"- I I I I I I I I I I I I I I 

f- 50 I I I I I I I I I I I I I I 

z 

w I I I I I I I I I I I I I I 

() I I I I I I I I I I I I I I 

0:: 40 

w I I I I I I I I I I I I I I 

!L I I I I I I I I I I I I I I 

30 I I I I I I 

I I I I I I I I I I I I I 

20 I I I I 

I I I I I I I I I II\ I I I I 

10 I ' I 

' 

I I ~ I I I I I I I I r--Lr I 

0 I I I I I I I I 

100 10 1 0.1 0.01 0.001 

GRAIN SIZE- mm. 

%+3" %Gravel %Sand %Fines 

Coarse I Fine Coarse\ Medium I Fine Silt I Clay 

0.0 0.0 6.7 2.1 I 64.6 I 23.9 2.1 

Test Results (ASTM D 422 & ASTM D 1140) Material Description 

Opening 

Size 

Percent 

Finer 

Spec.* 

(Percent) 

Pass? 

(X=Fail) 

SAND, Little medium to mostly fine quartz, little medium to fme 

sand sized shell fragments, few fine gravel sized shell fragments, 

1 trace silt, gray 

3/4 

112 

3/8 

#4 

#10 

#20 

#40 

#60 

#140 

#200 

#230 

100.0 

100.0 

98.1 

95.6 

93.3 

90.6 

73.5 

26.0 

8.0 

3.3 

2.1 

1.9 

(no specification provided) 

Sample Number: JAX-SPIO-Sl4-CHEM 

MACTEC ENGINEERING. 

AND CONSULTING, INC. 

Atterberg Limits (ASTM D 4318) 

PL= NP LL- NP PI- NP 

Classification 

USCS (D 2487)= SP AASHTO (M 145)= A-1-b 

o90= 1.7075 

o50= 0.6006 

o10= 0.2773 

Coefficients 

o85= 1.1530 

o30= 0.4539 

Cu= 2.48 

Remarks 

Percent Moisture (Wet): 19.2% 

Percent Solids: 80.8% 

o60= 0.6879 

o15= 0.3325 

Cc= 1.08 

Date Received: 4-8-10 Date Tested: 4-12-10 

Tested By: MC /JT . 

Checke~i:~~ ~~,;~,-~ ·/£J~~MJ<_-

Date Sampled: 3-30-10 

Client: Anamar Environmental Consulting, Inc. 

Project: Jax Site Designation Survey Spring 2010 

Proiect No: 673804450125 JAX FL.