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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 D422 & ASTM D 1140) Materiai·Descrigtion Opening Percent Spec.* Pass? SAND,finequartz, few mediumto littlefme saod sized shell

Size Finer (Percent)

. (X=Fail) fragments, trace silt, darkgray 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 

## o 90= 0.2742 

## o 85- 0.2337 

## o 60= 0.1787 #200 3.8 

## o 50= 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 DateTested: 4-12-10 Tested 

### By: MC/JT • Checked 

### By:

# P.~~~~~ Title: 

### '

.., (no specificationprovided) Sample Number: JAX-SPIO-N02-CHEM Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: Aoamar Environmental Consulting, Inc. Project: Jax Site Designation Survey Spring2010 

# AND CONSULTING, INC. Proiect No: 673804450125 

### JAX. FL.

# Grain Size Distribution Report

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## I Clay_

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# I 93.3 

### 1.5

Test Results (ASTM D422 & 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 AASHTO (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 DateTested: 4-12-10 Tested 

### By: MC 

### IJT 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 specificationprovided) Sample Number: JAX-SP10-N03-CHEM Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: Anamar Environmental Consulting, Inc. Project: Jax Site Designation Survey Spring2010 

# AND CONSULTING, INC. Proiect No: 673804450125 

### JAX FL.

# Grain Size Distribution Report

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- mm.
o/o +3" %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

TestResults (ASTM D422 & ASTM D 1140) 

### Material Descri[!tion Opening Percent Spec.

# . Pass? 

### SAND, fme quartz, few fme sandsized shellfragments, trace

Size Finer (Percent) (X=Fail) 

### silt, darkgray 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 

### PercentMoisture(Wet): 29.3% PercentSolids: 70.7%



### Date Received: 4-8-10 

### DateTested: 4-12-10 

### Tested By: MC 

### IJT 

### Checked By:

# ~

# Ccf# 

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Title: i:?'?!

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# .t:·:g**:-~~'-"':-:·.i''-<** 

## --. (no specificationprovided) 

### Sample Number: JAX-SPJO-N04-CHEM 

### Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: AnamarEnviromnental Consulting,Inc. 

### Project: Jax SiteDesignation Survey Sp1ing 2010 

# AND CONSULTING, INC. Proiect No: 673804450125 

### JAX FL.

# Grain Size Distribution Report 

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### 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 D422 & 

### ASTM D1140) Material Descril!tion Opening Percent 

### Spec.

### • Pass? SAND,fine quartz, littlefme sand sized shellfragments, 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 PercentMoisture(Wet): 29.2% PercentSolids: 70.8%



### Date Received: 4-8-10 

### DateTested: 4-12-10 

### Tested 

### By: MC

### IJT 

### Checked 

### By:

# \~**:S.u_khwa~ Title:f!AJ~_KHWANI**  (no specificationprovided) 

### Sample Number: JAX-SP10-N06-CHEM 

### Date Sampled: 3-30-10

- 

### Client: AnamarEnviromnental Consulting, Inc. 

# MACTEC ENGINEERING. Project: Jax SiteDesignation Survey Spring2010 

# AND CONSULTING, INC. Proiect No: 673804450125 

### JAX FL.

# Grain Size Distribution Report

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

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# I 1.2 

# I 90.3 7.9
Test Results (ASTM D422 & ASTM D1140) Material Descrigtion Opening Percent Spec.

### • Pass? 

### SAND,fine quartz, few fme sandsized 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 

### PercentMoistme (Wet): 30.5% PercentSolids: 69.5%

Date Received: 

### 4-8-10 Date Tested: 

### 4-12-10 Tested 

### By: MC

### IJT Checked 

### By: 

# 'RcfU**Swz\,wo..~** Title:**~-f~J~.~l SUY.~~·i.A_l/\f\!1**  (_no specificationprovided) Sample Number: 

### JAX-SP10-N07-CHEM Date Sampled: 

### 3-30-10 

# MACTEC ENGINEERING. Client: 

### AnamarEnvironmental Consulting,Inc. Project: 

### Jax SiteDesignation Survey Spring2010 

# AND CONSULTING, INC. Proiect No: 

### 673804450125 

### JAX FL.

# Grain Size Distribution Report

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## 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



### TestResults_(ASTM D

### 422 & 

### ASTM D 

### 1140) 

### Material DescriJ;!tion Opening Percent 

### spec.

### • Pass? SAND, fine quartz, few fine sandsizedshellfragments, 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 

## o 90= 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 

### PercentMoisture (Wet): 22.1% Percent Solids: 77.9%



### Date Received: 4-8-10 

### DateTested: 4-12-10 

### Tested 

### By: MC

### IJT 

### Checked 

### By:

# ~**~u~g~** Title: 

## RAJ I SUKI:M/Af\ll (no specificationprovided) 

### Sample Number: JAX-SP10-N08-CHEM 

### Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: AnamarEnvironmentalConsulting,Inc. 

### Project: Jax SiteDesignationSurvey Spring 2010 

# AND CONSULTING, INC. ProiectNo: 673R04450125 JAX. FL.

# Grain Size Distribution Report

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## I Fine 

### Silt 

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# I 45.9 1.5


### Test Results (ASTM D422 & 

### ASTM D1140) Material Descrigtion Opening Percent 

### Spec.* Pass? SAND,fine quartz, few mediumto littlefine sand sizedshell

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 PercentMoisture(Wet): 20.4% PercentSolids: 79.6%



### Date Received: 4-8-10 

### DateTested: 4-12-10 

### Tested 

### By: MC/JT 

### Checked 

### By:

## '"Ro~i 

# '5Ll

## k.kL!-.(:)...~ Title:

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,.._ (no specificationprovided) 

### Sample Number: JAX-SP10-N09-CHEM 

### Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: AnamarEnvironmentalConsulting, Inc. 

### Project: Jax SiteDesignation Survey Spring20I0 

# AND CONSULTING, INC. ProiectNo: 673804450125 

### JAX FL.

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- 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 D422 & 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 

## o 90= 0.4258 

## o 85= 0.2438 

## o60= 0.1812 #200 4.1 

## o 50= 0.1648 

## o 30= 

## o. 1359 

## o15= 0.1136 #230 3.2 

## o10= o.I039 Cu= 1.74 Cc= 0.98
Remarks PercentMoisture(Wet): 21.1% PercentSolids: 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 specificationprovided) 

### Sample Number: JAX-SPIO-N09-CHEM-D 

### Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: AnamarEnvironmental Consulting,Inc. 

### Project: Jax SiteDesignationSurvey Spring20I0 

# AND CONSULTING, INC. Proiect No: 673804450125 

### JAX FL.

# Grain Size Distribution Report 

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### I Medium I Fine Silt I Clay 0.0 0.0 1.6 2.4 47.2 

# I 47.4 1.4

TestResults (ASTM D422 & ASTM D 1140) 

### Material Descri(!tion Opening Percent Spec.* Pass? SAND,fme quartz, littlemedium.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 

## o 50

### = 0.4325 

## o30

### = 0.3255 

## o15

### = 0.2548 #230 1.3 

## o10= 0.2050 Cu= 2.47 C0= 1.02
Remarks PercentMoisture (Wet): 21.0% PercentSolids:79.0% Triplicate sample 

### Date Received: 4-8-10 

### Date Tested: 4-12-10 

### Tested 

### By: MC

### IJT

# S-t4.Ju.-.>(;V~~ Checked 

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# '17(\,JnAl: 

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(no specificationprovided) 

### Sample Number: JAX-SPIO-N09-CHEM-T 

### Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: AnarnarEnvironmental Consulting, Inc. 

### Project: Jax SiteDesignation SurveySpring20I0 

# AND CONSULTING, INC. ProJect No: 673804450125 

### JAX FL.

# Grain Size Distribution Report 

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%+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

TestResults (ASTM D422 & ASTM D1140) Material Descri(ltion Opening Percent Spec.

# . Pass? SAND, fme quartz, littlemediumto fine sandsized 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 AASHTO (M 145)= A-1-b #60 12.1 Coefficients #140 1.9 

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## o85= 0.9119 

## o60= 0.5512 #200 1.3 

## o 50= 0.4717 

## o 30= 0.3486 

## o15= 0.2671 #230 1.2 

## o10= 0.2361 Cu= 2.34 Cc= 0.93
Remarks PercentMoisture (Wet): 21.1% PercentSolids: 78.9% Duplicate Sample
Date Received: 4-8-I0 DateTested: 4-12-10 Tested 

### By: MC 

### IJT
Checked 

### By:
Title: (no specificationprovided) SampleNumber: JAX-SP10-N09-CHEM-D Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: AnamarEnvironmental Consulting, Inc. Project: JaxSiteDesignationSurveySpring2010 

# AND CONSULTING, INC. ProiectNo: 673804450125 

### JAX FL.

# Grain Size Distribution Report 

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%+3" %Gravel %Sand %Fines Coarse 

### I Fine Coarse

### I Medium 

### I Fine 

### Silt 

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# I 5.7 0.5 3.8 

# I 85.9 4.1

TestResults (ASTM D422 & 

### ASTM D1140) Material Descrigtion Opening Percent 

### Spec.* 

### Pass? SAND, fme quartz, few mediumtofine sand sized shell

Size Finer 

### (Percent) (X=Fail) fragments, few fme gravel sized shellfragments, tracesilt, dark 1/2 100.0 gray 3/8 94.7 Atterberg Limits {ASTM D4318) #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 

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### 0.4258 

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## 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 PercentMoisture (Wet): 27.7% PercentSolids: 72.3%

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

### By: MC I IT 

### Checked 

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# ~a.,~,.;.**S'..t.\.J..--kc~-** Title: 

## RAJNI 

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* (no specificationprovided) 

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## ND:l- 0JC\-\- 0\Jf Date Sampled: 3-29-10 

# MACTEC ENGINEERING. Client: AnamarEnvironmental Consulting, Inc. Project: Jax SiteDesignationSurvey Spring2010 

# AND CONSULTING, INC. ProiectNo: 673804450125 JAX FL.

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## I Fine 

### Silt 

## I Clay



### 0.0 0.0 4.0 2.6 65.0 

# I 26.0 2.4

TestResults (ASTM D422 & 

### ASTM D1140) Material Descrigtion Opening Percent 

### Spec.* Pass? 

### SAND, littlemedium to mostly fine quartz, littlemediumto fine

Size Finer 

### (Percent) (X=Fail) sand sizedshell fragments, trace silt, dark gray 3/4 100.0 1/2 98.8 Atterberg Limits {ASTM D4318) 3/8 98.8 PL= NP LL= NP PI- NP #4 96.0 Classification #10 93.4 #20 74,6 

### uses (D 2487)= SP AASHTO (M 145)= A-1-b #40 28.4 Coefficients #60 8.1 

## o 90= 1.3677 

## o85= 1.0971 

## o60= 0.6725 #140 3.4 

## o 50= 0.5843 

## o 30= 0.4362 

## o15= 0.3199 #200 2.4 

## o10= 0.2121 Cu= 2.47 C0

### = 1.04 #230 2.1 Remarks 

### PercentMoisture (Wet): 21.7% Percent Solids: 78.3%

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

### By: MC/JT Checked 

### By:

### <l~

# 1.u~~ Title:

# ~.AJ~\**SUKHVVAN~** (no specificationprovided) 

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

# MACTEC ENGINEERING. Client: AnamarEnvironmental Consulting,Inc. Project: JaxSiteDesignation Survey Spring2010 

# AND CONSULTING, INC. ProiectNo: 673804450125 

### JAX FL.

# Grain Size Distribution Report

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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 specificationprovided) 

### 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 o50

### = 0.1232 D1o= 

### Coefficients 

## o85- 

### 0.1957 D30

# =0.0956 Cu=
Remarks 

### PercentMoisture (Wet): 30.0% Percent Solids: 70.0%

Date Received: 

### 4-8-10 DateTested: 

### 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: 

### AnamarEnvironmental Consulting,Inc. Project: 

### Jax SiteDesignation Survey Spring2010

Proiect No: 

### 673804450125 JAX. FL.

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## 1 Fine Silt 

## I Clay

- 0.0 0.0 1.1 0.9 30.3 

# I 66.3 1.4

TestResults (ASTM D422 & ASTM D 1140) 

### Material DescriQtion Opening Percent Spec. * Pass? SAND, fine quartz, few mediumtolittlefine sand sizedshell Size Finer (Percent) (X=Fail) fragments, trace silt, dark gray 3/8 100.0 #4 98.9 

### Atterberg Limits (ASTM D4318} #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 

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## o85=

# o.sno o60= 0.3859 #230 1.3 

## o 50= 0.3440 

## o30= 0.2728 

## o15= 0.2144 

## o10= 0.1880 C0= 2.05 Cc= 1.03
Remarks PercentMoisture (Wet): 19.8% PercentSolids: 80.2%



### Date Received: 4-8-10 

### Date Tested: 4-12-10 

### Tested By: MC

### IJT Checked By:

# ~'W-·**X.~** Title:**[l~.h).\ SUi{)1\f1./;;:".~~~**  (no specificationprovided) 

### Sample Number: JAX-SPIO-S05-CHEM 

### Date Sampled: 3-31-10 

# MACTEC ENGINEERING. Client: AnamarEnvironmental Consulting,Inc. 

### Project: Jax SiteDesignation Survey Spring20I0 

# AND CONSULTING, INC. Proiect No: 673804450125 

### JAX FL.

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%+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 D422 & ASTM D1140) Material Descri(ltion Opening Percent Spec.

### • Pass? 

### SAND, fme quartz,tracemediumtofew fine sand sized shell

Size Finer (Percent) (X=Fail) 

### fragments, littlesilt, darkgray 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 

### PercentMoisture(Wet): 24.6% PercentSolids: 75.4%

Date Received: 

### 4-8-10 DateTested: 

### 4-12-10 Tested 

### By: MC 

### I

### JT.

_**~** Checked 

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# 1:~~l kl

# ~ Title: 

# RAJ! SUKHWANI

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### JAX-SP10-S06-CHEM Date Sampled: 

### 3-31-10 

# MACTEC ENGINEERING. Client: 

### AnamarEnvironmentalConsulting,Inc. Project: 

### Jax SiteDesignation Survey Spring2010 

# AND CONSULTING, INC. Proiect No: 

### 673804450125 JAX FL.

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### 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 D422 & ASTM D 1140) 

### Material Description Pass? Opening

Size Percent Finer Spec.* {Percent) {X=Fail) 

### SAND, fine quartz, trace fme saudsized shellfragments, 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 specificationprovided) 

### Sample Number: JAX-SP10-S07-CHEM 

# MACTEC ENGINEERING. AND CONSULTING, INC. Atterberg Limits (ASTM D4318) PL= 

### NP LL= NP PI- NP 

### Classification USGS {D 2487)= 

### SP AASHTO {M 145)= 

### A-3



## o

90

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## o50

### = 0.1654 

## o10= 

### 0.1116 Coefficients 

## o85- 

### 0.2286 

## o30= 

### 0.1393 Cu= 

### 1.61
Remarks 

### PercentMoisture(Wet): 22.6% Percent Solids: 77.4% 

## o60= 

### 0.1799 

## o15

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### 0.97

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

Date Sampled: 3-31-10
Client: AnamarEnvironmental Consulting,lnc. Project: Jax SiteDesignation Survey Spring2010

ProiectNo: 673804450125 JAX FL.

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## I Medium 

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## I Clay

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Test Results (ASTM D422 & ASTM D1140) Material Descrigtion Opening Percent Spec.

# . Pass? SAND,fme quartz, littlemediumto fine sand sizedshell

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 PercentMoisture(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

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# MACTEC ENGINEERING. Client: AnamarEnvironmental Consulting,Inc. Project: Jax SiteDesignation SurveySpring2010 

# AND CONSULTING, INC. Proiect No: 673804450125 JAX FL.

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# -+- Fine Silt 

# I Clay

0.0 0.0 

# I 0.1 0.3 15.9 82.4 1.3
Test Results (ASTM D422 & ASTM D1140) Material DescriQtion Opening Percent Spec.

### • Pass? SAND, few mediumtomostly fine quartz, fewmediumtolittle

Size Finer (Percent) (X=Fail) fme sand sizedshellfragments, 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 PercentMoisture (Wet): 22.2% PercentSolids: 77.8%

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

### By: MC

### IJT

# Checke~i:~~**~J:"nNv,\:~0kkt-~**
"""""' (no specificationprovided) Sample Number:JAX-SP10-S013-CHEM Date Sampled: 3-31-10 

# MACTEC ENGINEERING. Client: AnamarEnviromnentalConsulting,Inc. Project: Jax SiteDesignation SurveySpring2010 

# AND CONSULTING, INC. Proiect No: 673804450125 

### JAX FL.

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%+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, Littlemedium to mostly fine quartz, littlemediumto fme sand sized shellfragments, few fine gravel sized shell fragments, trace silt, gray 

### 1 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 specificationprovided) 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



## o

90

### = 1.7075 

## o50

### = 0.6006 

## o10= 0.2773 Coefficients 

## o85

### = 1.1530 

## o30

# =0.4539 Cu= 2.48
Remarks PercentMoisture (Wet): 19.2% Percent Solids: 80.8% 

## o 60

# =0.6879 

## o15

# =0.3325 Cc= 1.08

Date Received: 4-8-10 DateTested: 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 Spring2010

Proiect No: 673804450125 

### JAX FL.