final report - fine - sort - 2 -...

26
Vendor: FOSTER ( CSI ) Source: HOPKINGTON QUARRY Location: HOPKINTON, NH FINE AGGREGATE ANALYSIS REPORT - 2017 Lab No: 20170101 RHODE ISLAND DEPARTMENT OF TRANSPORTATION MATERIALS AND QUALITY ASSURANCE 104.06 Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate Specific Gravity and Absorption of Fine Aggregate Amount of Material Finer than # 200 Sieve in Aggregate Organic Impurities in Sands for Concrete Plastic Fines by Sand Equivalence (lbs./cu. ft.) Between Organic Plate # 1 and # 2 96.00 % AASHTO T-27 3/8" 100.0 # 4 99.9 # 8 86.6 # 16 66.3 # 30 41.7 # 50 21.1 # 100 6.3 # 200 1.2 F.M.: 2.78 Percent Passing : AASHTO T-19 / T-304 AASHTO T-84 AASHTO T-176 AASHTO T-21 AASHTO T-37 2.699 2.705 2.715 0.22 108.87 Unit Weight: Bulk S.G.: Bulk (SSD): Apparent S.G.: Absorption: Plastic Fines: Compacted Loose (lbs./cu. ft.) Unit Weight: REV. 4/25/16 ID# TL9-082 Reviewed By Date (Print / Sign)

Transcript of final report - fine - sort - 2 -...

Page 1: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: FOSTER ( CSI )

Source: HOPKINGTON QUARRY Location: HOPKINTON, NH

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170101

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

104.06

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Between Organic Plate # 1 and # 2

96.00

%

AASHTO T-27

3/8"100.0

# 499.9

# 886.6

# 1666.3

# 3041.7

# 5021.1

# 1006.3

# 2001.2

F.M.:2.78Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.699

2.705

2.715

0.22

108.87Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: J.H. LYNCH

Source: FIRST STREET QUARRY Location: CUMBERLAND, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170103

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

99.25

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

84.00

%

AASHTO T-27

3/8"100.0

# 499.7

# 872.8

# 1643.5

# 3025.4

# 5015.3

# 1009.4

# 2005.8

F.M.:3.34Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.825

2.863

2.937

1.36

101.56Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: PJ KEATING - CRANSTON

Source: PHENIX AVE. Location: CRANSTON, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170110

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

103.91

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

94.00

%

AASHTO T-27

3/8"100.0

# 493.6

# 880.5

# 1664.5

# 3044.5

# 5025.1

# 1009.6

# 2004.2

F.M.:2.82Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.587

2.612

2.652

0.95

106.62Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: DRY BRIDGE SAND and STONE

Source: SLOCUM PIT Location: N. KINGSTOWN, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170113

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

105.23

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

96.00

%

AASHTO T-27

3/8"100.0

# 499.7

# 885.7

# 1662.0

# 3039.2

# 5020.4

# 1008.0

# 2001.5

F.M.:2.85Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.626

2.639

2.662

0.52

109.30Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: MATERIALS SAND and STONE

Source: MOUNTAINDALE QUARRY Location: SMITHFIELD, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170114

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

%

AASHTO T-27

3/8" # 4 # 8 # 16 # 30 # 50 # 100 # 200 F.M.:Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: CHERENZIA

Source: OLD HOPKINTON RD. QUARRY Location: WESTERLY, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170123

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

96.83

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

89.00

%

AASHTO T-27

3/8"100.0

# 499.8

# 881.8

# 1654.9

# 3036.7

# 5021.3

# 1008.0

# 2002.4

F.M.:2.97Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.597

2.615

2.644

0.68

103.30Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: RICHMOND SAND and GRAVEL

Source: STILSON ROAD PIT Location: RICHMOND, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170125

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

94.28

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

93.00

%

AASHTO T-27

3/8"100.0

# 496.7

# 877.3

# 1654.0

# 3029.1

# 5011.0

# 1003.3

# 2001.0

F.M.:3.29Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.606

2.616

2.631

0.36

99.84Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: CAPE COD AGGREGATES

Source: HYANNIS Location: HYANNIS, MA

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170126

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

101.29

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

99.00

%

AASHTO T-27

3/8"100.0

# 498.6

# 887.6

# 1672.4

# 3045.3

# 5017.8

# 1002.9

# 2000.8

F.M.:2.75Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.622

2.634

2.653

0.44

108.43Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: PJ KEATING - ACUSHNET

Source: ACUSHNET QUARRY Location: ACUSHNET, MA

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170135

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

104.34

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

92.00

%

AASHTO T-27

3/8"100.0

# 496.9

# 869.4

# 1643.7

# 3028.2

# 5018.5

# 1009.9

# 2005.4

F.M.:3.33Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.730

2.744

2.767

0.48

111.32Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: LYNCH - TIVERTON

Source: FISH ROAD QUARRY Location: TIVERTON

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170141

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

98.51

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

88.00

%

AASHTO T-27

3/8"100.0

# 495.7

# 864.2

# 1640.0

# 3025.2

# 5015.5

# 1009.5

# 2006.5

F.M.:3.50Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.586

2.609

2.648

0.91

103.58Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: SOUTH COUNTY S & G

Source: CHARLESTOWN PIT Location: CHARLESTOWN, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170148

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

101.52

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

96.00

%

AASHTO T-27

3/8"100.0

# 499.6

# 883.2

# 1661.9

# 3039.9

# 5022.4

# 1009.5

# 2002.4

F.M.:2.84Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.650

2.662

2.682

0.44

111.29Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: G. LOPES

Source: MIDDLEBORO PIT Location: MIDDLEBORO, MA

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170169

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

103.84

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Exactly Organic Plate # 1

96.00

%

AASHTO T-27

3/8"100.0

# 498.9

# 884.0

# 1667.3

# 3043.8

# 5018.7

# 1004.1

# 2001.1

F.M.:2.83Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.639

2.651

2.669

0.42

110.28Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: MATERIALS SAND and STONE

Source: PINE HILL ROAD Location: N. SMITHFIELD

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170171

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

96.51

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

94.00

%

AASHTO T-27

3/8"100.0

# 499.0

# 878.4

# 1651.6

# 3032.3

# 5017.2

# 1006.6

# 2002.6

F.M.:3.15Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.610

2.624

2.647

0.52

101.08Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: PYNE SAND AND GRAVEL

Source: PYNE SAND and GRAVEL Location: DOUGLAS, MA

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170178

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

102.29

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Exactly Organic Plate # 1

96.00

%

AASHTO T-27

3/8"100.0

# 499.0

# 887.6

# 1671.3

# 3048.8

# 5023.5

# 1005.7

# 2001.2

F.M.:2.64Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.627

2.645

2.675

0.68

107.55Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: CHERENZIA

Source: WHITE ROCK ROAD Location: WESTERLY, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170184

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

90.91

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

87.00

%

AASHTO T-27

3/8"100.0

# 4100.0

# 881.1

# 1657.1

# 3039.0

# 5022.8

# 1008.5

# 2002.2

F.M.:2.92Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.616

2.631

2.655

0.56

101.81Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: PJ KEATINGS (STONE SAND)

Source: CRANSTON, RI Location: PHENIX AVE.

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170191

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

103.10

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

85.00

%

AASHTO T-27

3/8"100.0

# 499.4

# 874.7

# 1647.4

# 3029.1

# 5017.5

# 1008.4

# 2003.8

F.M.:3.24Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.726

2.744

2.775

0.64

110.52Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

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Vendor: CARDI CORP

Source: Hopkins Hill Road Location: Coventry, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170192

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

96.48

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

96.00

%

AASHTO T-27

3/8"100.0

# 498.5

# 882.0

# 1663.4

# 3046.5

# 5027.8

# 1007.8

# 2001.3

F.M.:2.74Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.605

2.617

2.637

0.46

100.70Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 18: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: HARRY COLE CONSTRUCTION

Source: Dry Bridge Road Location: Exeter, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170193

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

99.94

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Between Organic Plate # 1 and # 2

91.00

%

AASHTO T-27

3/8"100.0

# 498.0

# 887.7

# 1667.6

# 3039.3

# 5014.1

# 1003.2

# 2001.4

F.M.:2.90Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.611

2.627

2.653

0.60

106.60Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 19: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: WINDHAM MATERIALS

Source: WILLIMANTIC CT. Location: WILLIMANTIC CT.

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170195

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

%

AASHTO T-27

3/8" # 4 # 8 # 16 # 30 # 50 # 100 # 200 F.M.:Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 20: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: CUMBERLAND QUARRY

Source: MANVILLE HILL ROAD Location: CUMBERLAND, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170198

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

99.01

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

86.00

%

AASHTO T-27

3/8"100.0

# 494.2

# 858.8

# 1633.8

# 3022.7

# 5018.1

# 10013.0

# 2003.9

F.M.:3.59Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.652

2.666

2.690

0.52

106.63Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 21: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: CARDI CORP (ASPHALT SAND)

Source: HOPKIN HILL ROAD Location: COVENTRY, RI

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170202

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

97.99

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

95.00

%

AASHTO T-27

3/8"100.0

# 494.6

# 862.2

# 1637.1

# 3022.8

# 5015.1

# 1009.3

# 2003.3

F.M.:3.59Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.605

2.616

2.634

0.42

121.15Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 22: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: BROOKLYN S & G

Source: WAREGAN RD PIT Location: BROOKLYN CONN

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170214

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

102.34

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

83.00

%

AASHTO T-27

3/8"100.0

# 499.6

# 881.6

# 1663.2

# 3047.6

# 5031.5

# 10013.8

# 2003.4

F.M.:2.63Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.646

2.662

2.688

0.58

108.48Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 23: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: DE CATO

Source: LOUDON, NH Location: LOUDON, NH

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170216

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

96.48

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Between Organic Plate # 2 and # 3

95.00

%

AASHTO T-27

3/8"100.0

# 499.2

# 894.4

# 1683.5

# 3052.4

# 5021.3

# 1005.5

# 2001.3

F.M.:2.44Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.616

2.638

2.676

0.85

99.98Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 24: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: BARNES

Source: PUTNAM, CT Location: PUTNAM, CT

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170218

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

%

AASHTO T-27

3/8" # 4 # 8 # 16 # 30 # 50 # 100 # 200 F.M.:Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 25: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: FILLMORE

Source: Location:

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170220

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

100.84

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Between Organic Plate # 3 and # 4

94.00

%

AASHTO T-27

3/8"100.0

# 498.1

# 890.4

# 1675.8

# 3051.0

# 5023.9

# 1006.6

# 2002.1

F.M.:2.54Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.656

2.669

2.692

0.50

105.33Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)

Page 26: final report - fine - sort - 2 - dot.ri.govdot.ri.gov/documents/doingbusiness/materials/fine_aggregates_2017.pdf · Sieve Analysis of Fine Aggregate Unit Weight and Void in Aggregate

Vendor: BERKSHIRE SAND

Source: Location:

FINE AGGREGATE ANALYSIS REPORT - 2017

Lab No: 20170221

RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS AND QUALITY ASSURANCE

99.92

Sieve Analysis of Fine Aggregate

Unit Weight and Void in Aggregate

Specific Gravity and Absorption of Fine Aggregate

Amount of Material Finer than # 200 Sieve in Aggregate

Organic Impurities in Sands for Concrete

Plastic Fines by Sand Equivalence

(lbs./cu. ft.)

Less than Organic Plate # 1

94.00

%

AASHTO T-27

3/8"100.0

# 499.6

# 887.0

# 1666.8

# 3048.6

# 5031.6

# 1009.5

# 2001.3

F.M.:2.57Percent Passing :

AASHTO T-19 / T-304

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-37

2.681

2.695

2.718

0.50

104.62Unit Weight:

Bulk S.G.:

Bulk (SSD):

Apparent S.G.:

Absorption:

Plastic Fines:

Compacted

Loose (lbs./cu. ft.)Unit Weight:

REV. 4/25/16ID# TL9-082

Reviewed By Date(Print / Sign)