particle size analysis of soils - aashto t88

1215 Wallace Drive • Delray Beach, FL 33444 (561) 347-0070 • (561) 395-5805 (Fax)

Project No.:

Soil tracking:

Lab No.:

Date Sampled:

Date Tested:

16 Dispersion Device: F-CUP-1 1 Minute

Hygroscopic Moisture (T 265):

Mass of Container and moist soil (g), W1 = 164.34Mass of Container and oven dry soil (g), W2 = 163.86

Mass of Container (g), Wc = 62.80Water content (%), w = [(W1 - W2) / (W2 - Wc)] x 100 = 0.475%

Sieve Analysis of Air Dried and Oven Dried Dispersed Soil:

STANDARD SIEVE SIZE

COARSE SOIL RETAINED

(lbs)

FINE SOIL RETAINED

(DISPERSION) (g)

CORRECTED FOR HYGROSCOPIC MOISTURE (g)

TOTAL PERCENT RETAINED

(%)

PERCENT PASSING

(%)

AIR DRY 68.60 111.99

OVEN DRY 111.46

3" 0.00 0.00% 100.0%

2" 0.70 1.02% 99.0%

1" 1.60 2.33% 97.7%

3/4" 2.20 3.21% 96.8%

3/8" 3.50 5.10% 94.9%

No. 4 5.10 7.43% 92.6%

No. 10 7.60 11.08% 88.9%

No. 40 13.91 13.84 22.2% 77.8%

No. 100 64.48 64.17 62.5% 37.5%

No. 200 100.15 99.67 91.0% 9.0%

Coarse Gravel to Medium Sand, Particles Larger than 2.00 mm (# 10), (%) = 11.1%

Medium to Fine Sand, 2.00 mm to 0.42 mm (#10 - # 40), (%) = 11.1%

Fine Sand, 0.42 mm to 0.74 mm (#40 - # 200), (%) = 68.8%

Comments: Respectfully Submitted,GFA INTERNATIONAL, INC.FBPE Registry No. 4930

Idallys Rojas Matos, P.E.Registered Engineer # 82863State of Florida

PARTICLE SIZE ANALYSIS OF SOILS - AASHTO T88

Project: The Palm Beach County Shooting Sports Park 0630.2100006.0000

Project Address: 3659

Material Location:

Sminole Pratt Whitney Road, The Acreage, Palm Beach County

Kimley-Horn & Associates, Inc. - 2615 Centennial Blvd. Suite 10

B-01/Subgrade

3643

Sampled By: K.Raphael

Client:

6/23/2021

Brownish gray sand little gravel trace silt

www.teamgfa.com / www.universalengineering.com

Environmental ● Geotechnical ● Construction Materials Testing ● Special & Threshold Inspections ● Plan Review & Code Compliance

Material Description:

Soil Classification:

Wash Method:

Length of Dispersion Period:

6/25/2021Tested By: L.Ortiz

Florida's Leading Engineering Source

A-3

7/20/2021

Test report shall not be reproduced, except in full, without the written approval of GFA International, Inc./ Universal Engineering Sciences, LLC.

Dispersion Time (hr.):

Procedure B - Washing Using a Wetting Agent


Project: Project ID: 0630.2100006.0000

Project Address: Report ID: 3659

Client: Lab/MAC ID: 3643

Material Location:

Sampled By: Date Sampled: 6/23/2021

Tested By: Date Tested: 6/25/2021


% Passing #4: Type of Rammer: Mechanical

Rammer Face: Soak Time (hrs): 48 Surcharge (lbs): 15

Comments:

Dry Density (pcf) Moisture (%)

115.8 6.4

117.1 8.1

116.8 10.0

116.0 11.7

LBR

38

45

42

32

Maximum Dry Density (pcf)

117.1

Optimum Moisture (%)

8.5

Limerock Bearing Ratio

45

Respectfully Submitted.GFA INTERNATIONAL, INC.

FBPE Registry No. 4930

7/20/2021

Idallys Rojas Matos, P.E.

Registered Engineer # 82863

State of Florida

The Palm Beach County Shooting Sports Park

Sminole Pratt Whitney Road, The Acreage, Palm Beach County, FL


Florida Method FM 5-515 & ASSHTO T-180

Sector

Kimley-Horn & Associates, Inc. - 2615 Centennial Blvd. Suite 102

B-01/Subgrade

K.Raphael

L.Ortiz

93%

Brownish gray sand little gravel trace silt A-3




Sample taken in Accrodance with AASHTO T2


115

116

117

118

6 7 8 9 10 11 12

DR

Y D

EN

SIT

Y (

PC

F)

10

100

1000

6 7 8 9 10 11 12

LB

R @

0.1

" P

EN

ET

RA

TIO

N

MOISTURE (%)


Project No.:

Soil tracking:

Lab No.:

Date Sampled:

Date Tested:






STANDARD SIEVE SIZE


(lbs)

FINE SOIL RETAINED

(DISPERSION) (g)



(%)

PERCENT PASSING

(%)

AIR DRY 65.60 112.17

OVEN DRY 111.50

3" 0.00 0.00% 100.0%

2" 0.00 0.00% 100.0%

1" 0.20 0.30% 99.7%

3/4" 0.40 0.61% 99.4%

3/8" 1.70 2.59% 97.4%

No. 4 4.00 6.10% 93.9%

No. 10 7.90 12.04% 88.0%

No. 40 12.30 12.23 21.7% 78.3%

No. 100 60.29 59.93 59.6% 40.4%

No. 200 90.10 89.56 83.1% 16.9%



Fine Sand, 0.42 mm to 0.74 mm (#40 - # 200), (%) = 61.4%




Project: The Palm Beach County Shooting Sports Park Roadway Improv 0630.2100006.0000

Project Address: Seminole Pratt Whitney Road, The Acreage, Palm Beach Count 3672

Material Location: Lot B-02 / Subgrade

Kimley-Horn & Associates, Inc. 3644


Client:

6/23/2021

Brownish gray sand little silt & gravel





Wash Method:


6/28/2021Tested By: L.Oritz


A-2-4

7/1/2021








Material Location:






Comments:


116.9 8.4117.5 10.3117.4 12.1114.7 14.1

LBR 60787837


117.7


11.4


85

Respectfully Submitted.GFA INTERNATIONAL, INC.FBPE Registry No. 4930

7/1/2021


The Palm Beach County Shooting Sports Park Roadway Improvem

Seminole Pratt Whitney Road, The Acreage, Palm Beach County, F

Limerock Bearing Ratio Florida Method FM 5-515 & ASSHTO T-180

Sector

Kimley-Horn & Associates, Inc.

Lot B-02 / Subgrade

K.Raphael

L.Oritz

94%

Brownish gray sand little silt & gravel


Environmental ● Geotechnical ● Construction Materials Testing ● Special & Threshold Inspections ● Plan Review & Code ComplianceFlorida's Leading Engineering Source

Sample take in Accordance with AASHTO T2


110111112113114115116117118119120

7 8 9 10 11 12 13 14 15

DR

Y D

EN

SIT

Y (

PC

F)

10

100

1000

7 8 9 10 11 12 13 14 15

LB

R

@ 0

.1"

PE

NE

TR

AT

ION

MOISTURE (%)


Project No.:

Soil tracking:

Lab No.:

Date Sampled:

Date Tested:



Mass of Container and moist soil (g), W1 = 164.37

Mass of Container and oven dry soil (g), W2 = 163.88

Mass of Container (g), Wc = 63.21

Water content (%), w = [(W1 - W2) / (W2 - Wc)] x 100 = 0.487%


STANDARD SIEVE

SIZE

COARSE SOIL

RETAINED

(lbs)

FINE SOIL

RETAINED

(DISPERSION)

(g)

CORRECTED FOR

HYGROSCOPIC

MOISTURE (g)

TOTAL

PERCENT

RETAINED

(%)

PERCENT

PASSING

(%)

AIR DRY 74.20 111.43

OVEN DRY 110.89

3" 0.00 0.00% 100.0%

2" 0.00 0.00% 100.0%

1" 0.10 0.13% 99.9%

3/4" 0.30 0.40% 99.6%

3/8" 0.80 1.08% 98.9%

No. 4 1.40 1.89% 98.1%

No. 10 2.20 2.96% 97.0%

No. 40 8.24 8.20 10.2% 89.8%

No. 100 78.18 77.80 71.4% 28.6%

No. 200 102.71 102.21 92.8% 7.2%



Fine Sand, 0.42 mm to 0.74 mm (#40 - # 200), (%) = 82.7%

Comments: Respectfully Submitted,

GFA INTERNATIONAL, INC.




State of Florida

6/30/2021Tested By: J.Yarbrough


A-3

7/15/2021




Brownish gray sand with trace gravel

www.universalengineering.com




Wash Method:


Material Location: B-07/Subgrade


Sampled By: K. Raphael

Client:

6/23/2021


Project: The Palm Beach County Shooting Sports Park Roadway Improvements - CMT 0630.2100006.0000

Project Address: Seminole Pratt Whitney Road, The Acreage, Palm Beach County, FL 3677

http://www.universalengineering.com/














Material Location:






Comments:


111.9 9.8

113.1 10.4

114.7 11.8

111.2 13.7

LBR

23

52

53

36


114.7


11.6


56

Respectfully Submitted.GFA INTERNATIONAL, INC.


7/15/2021



State of Florida

The Palm Beach County Shooting Sports Park Roadway Improvements - CMT

Seminole Pratt Whitney Road, The Acreage, Palm Beach County, FL


Florida Method FM 5-515 & ASSHTO T-180

Sector


B-07/Subgrade

K. Raphael

J.Yarbrough

98%

Brownish gray sand with trace gravel






111

112

113

114

115

9 10 11 12 13 14

DR

Y D

EN

SIT

Y (

PC

F)

10

100

1000

7 8 9 10 11 12 13 14 15

LB

R @

0.1

" P

EN

ET

RA

TIO

N

MOISTURE (%)


Project No.:

Soil tracking:

Lab No.:

Date Sampled:

Date Tested:






STANDARD SIEVE SIZE


(lbs)

FINE SOIL RETAINED

(DISPERSION) (g)



(%)

PERCENT PASSING

(%)

AIR DRY 32140.70 100.65

OVEN DRY 99.65

3" 0.00 0.00% 100.0%

2" 388.20 1.21% 98.8%

1" 1015.00 3.16% 96.8%

3/4" 1472.60 4.58% 95.4%

3/8" 2872.30 8.94% 91.1%

No. 4 4708.20 14.65% 85.4%

No. 10 6748.70 21.00% 79.0%

No. 40 8.15 8.07 27.5% 72.5%

No. 100 69.40 68.71 76.0% 24.0%

No. 200 87.71 86.83 90.5% 9.5%



Fine Sand, 0.42 mm to 0.74 mm (#40 - # 200), (%) = 63.1%




Project: PBC Shooting Sports Park Roadway Improvements 0630.2100006.0000

Project Address: Seminole Pratt Whitney Road, The Acreage, PBC, FL 3660

Material Location: B-20 / Subgrade / Native Material


Sampled By: Kirolos Raphael

Client:

6/23/2021

Greyish Brown Fine Sand with little Limestone Rock





Wash Method:


6/30/2021Tested By: Michael Lenz


A-3

6/30/2021








Material Location:






Comments:


114.1 7.5117.9 9.0119.9 10.4119.2 11.9

LBR 44627532


119.9


10.6


76


6/30/2021


PBC Shooting Sports Park Roadway Improvements

Seminole Pratt Whitney Road, The Acreage, PBC, FL


Sector


B-20 / Subgrade / Native Material

Kirolos Raphael

Michael Lenz

87%

Greyish Brown Fine Sand with little Limestone Rock



Sample taken in Accordance with AASHTO T2


113

114

115

116

117

118

119

120

121

7 8 9 10 11 12 13

DR

Y D

EN

SIT

Y (

PC

F)

10

100

1000

7 8 9 10 11 12 13

LB

R

@ 0

.1"

PE

NE

TR

AT

ION

MOISTURE (%)


Project No.:

Soil tracking:

Lab No.:

Date Sampled:

Date Tested:






STANDARD SIEVE SIZE


(lbs)

FINE SOIL RETAINED

(DISPERSION) (g)



(%)

PERCENT PASSING

(%)

AIR DRY 76.10 110.09

OVEN DRY 109.69

3" 0.00 0.00% 100.0%

2" 0.00 0.00% 100.0%

1" 0.20 0.26% 99.7%

3/4" 0.50 0.66% 99.3%

3/8" 1.80 2.37% 97.6%

No. 4 3.30 4.34% 95.7%

No. 10 5.60 7.36% 92.6%

No. 40 11.69 11.65 17.2% 82.8%

No. 100 68.69 68.44 65.4% 34.6%

No. 200 99.17 98.81 91.1% 8.9%



Fine Sand, 0.42 mm to 0.74 mm (#40 - # 200), (%) = 73.9%









Client:

6/23/2021

Tan fine sand trace gravel & silt





Wash Method:


6/28/2021Tested By: L.Oritz


A-3

7/1/2021








Material Location:






Comments:


115.0 8.6116.2 10.5115.8 11.3111.8 12.3

LBR 59696536


116.3


11.0


69


7/1/2021





Sector


Lot B-24 / Subgrade

K.Raphael

L.Oritz

96%

Tan fine sand trace gravel & silt





110

111

112

113

114

115

116

117

118

8 9 10 11 12 13

DR

Y D

EN

SIT

Y (

PC

F)

10

100

1000

7 8 9 10 11 12 13 14 15

LB

R

@ 0

.1"

PE

NE

TR

AT

ION

MOISTURE (%)


Project No.:

Soil tracking:

Lab No.:

Date Sampled:

Date Tested:






STANDARD SIEVE SIZE


(lbs)

FINE SOIL RETAINED

(DISPERSION) (g)



(%)

PERCENT PASSING

(%)

AIR DRY 78.50 115.27

OVEN DRY 114.66

3" 0.00 0.00% 100.0%

2" 0.00 0.00% 100.0%

1" 0.20 0.25% 99.7%

3/4" 0.60 0.76% 99.2%

3/8" 1.20 1.53% 98.5%

No. 4 2.30 2.93% 97.1%

No. 10 3.70 4.71% 95.3%

No. 40 9.71 9.66 12.8% 87.2%

No. 100 81.14 80.71 72.1% 27.9%

No. 200 107.59 107.02 94.1% 5.9%



Fine Sand, 0.42 mm to 0.74 mm (#40 - # 200), (%) = 81.3%








Sampled By: K. Raphael

Client:

6/24/2021

Light gray sand with trace gravel





Wash Method:


6/28/2021Tested By: L. Ortiz


A-3

7/1/2021








Material Location:






Comments:


111.9 8.7112.6 10.2112.0 11.8110.1 13.5

LBR 32562523


112.6


10.2


56


7/1/2021





Sector


Lot B-25 / Subgrade

K. Raphael

L. Ortiz

97%

Light gray sand with trace gravel



Sample taken in Accordance with AASHTO T2


109

110

111

112

113

7 8 9 10 11 12 13 14 15

DR

Y D

EN

SIT

Y (

PC

F)

10

100

1000

7 8 9 10 11 12 13 14 15

LB

R

@ 0

.1"

PE

NE

TR

AT

ION

MOISTURE (%)

particle size analysis of soils - aashto t88

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