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VENDOR: DRY BRIDGE SAND and STONE SOURCE: SLOCUM PIT LOCATION: N. KINGSTOWN, RI FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse 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.) Bulk S.G. : Bulk (SSD) : Apparent S.G.: Absorption: Less than Organic Plate # 1 94.00 1.6 % AASHTO T-27 3/8" 100.0 # 4 99.4 # 8 89.1 # 16 63.9 # 30 41.7 # 50 22.2 # 100 7.5 # 200 1.6 F.M.: 2.76 Percent Passing AASHTO T-19 AASHTO T-84 AASHTO T-176 AASHTO T-21 AASHTO T-11 2.594 2.616 2.653 0.85 111.2
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FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

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Page 1: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:DRY BRIDGE SAND and STONE

SOURCE:SLOCUM PIT

LOCATION:N. KINGSTOWN, RI

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

113

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

94.00

1.6 %

AASHTO T-27

3/8" 100.0

# 4 99.4

# 8 89.1

# 16 63.9

# 30 41.7

# 50 22.2

# 100 7.5

# 200 1.6

F.M.: 2.76

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.594

2.616

2.653

0.85

111.2

Page 2: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:RAWSON SAND and GRAVEL

SOURCE:SOCHOR PIT

LOCATION:PUTNAM, CT

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

120

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Between Organic Plate # 1 and # 2

92.00

2.8 %

AASHTO T-27

3/8" 100.0

# 4 100.0

# 8 93.0

# 16 72.0

# 30 50.0

# 50 27.5

# 100 10.0

# 200 2.9

F.M.: 2.47

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.587

2.612

2.654

0.97

110.0

Page 3: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:RICHMOND SAND and GRAVEL

SOURCE:STILSON ROAD PIT

LOCATION:RICHMOND, RI

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

125

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

90.00

2.4 %

AASHTO T-27

3/8" 100.0

# 4 99.1

# 8 82.3

# 16 62.1

# 30 41.8

# 50 22.1

# 100 8.6

# 200 2.6

F.M.: 2.84

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.618

2.643

2.683

0.93

112.6

Page 4: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:WESTPORT SAND and STONE

SOURCE:R.C. MELVILLE PIT

LOCATION:CARVER, MA

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

139

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

94.00

1.5 %

AASHTO T-27

3/8" 100.0

# 4 99.3

# 8 84.6

# 16 66.1

# 30 47.4

# 50 25.5

# 100 9.0

# 200 1.7

F.M.: 2.68

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.598

2.612

2.636

0.56

114.0

Page 5: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:J.S. LANE & SON - WESTFIELD

SOURCE:WESTFIELD, MA

LOCATION:WESTFIELD, MA

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

140

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

92.00

1.1 %

AASHTO T-27

3/8" 100.0

# 4 98.5

# 8 88.3

# 16 75.5

# 30 52.2

# 50 25.8

# 100 7.9

# 200 1.4

F.M.: 2.52

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.725

2.755

2.808

1.09

110.9

Page 6: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:SOUTH COUNTY SAND and GRA

SOURCE:CHARLESTOWN PIT

LOCATION:CHARLESTOWN, RI

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

148

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

93.00

2.1 %

AASHTO T-27

3/8" 100.0

# 4 99.9

# 8 89.2

# 16 67.2

# 30 44.8

# 50 23.5

# 100 9.7

# 200 2.4

F.M.: 2.66

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.598

2.614

2.638

0.58

110.3

Page 7: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:PLYMPTON S & GR - CARVER

SOURCE:CARVER PIT

LOCATION:MIDDLEBORO, MA

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

166

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Between Organic Plate # 1 and # 2

99.00

0.2 %

AASHTO T-27

3/8" 100.0

# 4 99.8

# 8 93.4

# 16 78.5

# 30 47.0

# 50 13.0

# 100 1.9

# 200 0.4

F.M.: 2.66

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.591

2.614

2.651

0.87

106.3

Page 8: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:G. LOPES

SOURCE:MIDDLEBORO PIT

LOCATION:MIDDLEBORO, MA

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

169

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Between Organic Plate # 1 and # 2

91.00

1.6 %

AASHTO T-27

3/8" 100.0

# 4 99.2

# 8 89.1

# 16 76.1

# 30 55.8

# 50 25.1

# 100 5.8

# 200 1.3

F.M.: 2.49

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.612

2.629

2.656

0.62

111.1

Page 9: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:PLOUDE SAND AND GRAVEL

SOURCE:HOOKSET PIT (BLD. 3)

LOCATION:HOOKSET, NH

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

170

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Between Organic Plate # 2 and # 3

96.00

0.6 %

AASHTO T-27

3/8" 100.0

# 4 98.6

# 8 89.2

# 16 72.8

# 30 45.3

# 50 16.1

# 100 4.2

# 200 0.8

F.M.: 2.74

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.638

2.657

2.688

0.70

107.2

Page 10: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:PYNE SAND AND GRAVEL

SOURCE:PYNE SAND and GRAVEL

LOCATION:DOUGLAS, MA

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

178

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

91.50

1.1 %

AASHTO T-27

3/8" 100.0

# 4 98.1

# 8 84.5

# 16 68.6

# 30 49.9

# 50 27.4

# 100 7.3

# 200 1.5

F.M.: 2.64

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.616

2.634

2.665

0.70

112.4

Page 11: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:CHERENZIA

SOURCE:WHITE ROCK ROAD

LOCATION:WESTERLY, RI

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

184

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

86.00

2.6 %

AASHTO T-27

3/8" 100.0

# 4 99.5

# 8 82.8

# 16 62.3

# 30 45.4

# 50 26.7

# 100 10.0

# 200 2.3

F.M.: 2.73

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.584

2.607

2.644

0.89

108.1

Page 12: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:PJ KEATINGS (STONE SAND)

SOURCE:CRANSTON, RI

LOCATION:PHENIX AVE.

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

191

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1 Totally Clear

%

AASHTO T-27

3/8" 100.0

# 4 97.3

# 8 70.6

# 16 46.4

# 30 30.2

# 50 17.9

# 100 8.6

# 200 3.7

F.M.: 3.29

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.781

2.802

2.840

0.75

115.4

Page 13: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:CARDI CORP

SOURCE:Hopkins Hill Road

LOCATION:Coventry, RI

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

192

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

94.00

1.5 %

AASHTO T-27

3/8" 100.0

# 4 97.5

# 8 66.2

# 16 36.9

# 30 22.6

# 50 13.5

# 100 6.4

# 200 1.7

F.M.: 3.57

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.579

2.595

2.620

0.60

104.0

Page 14: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:HARRY COLE CONSTRUCTION

SOURCE:Dry Bridge Road

LOCATION:Exeter, RI

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

193

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

%

AASHTO T-27

3/8" 100.0

# 4 99.4

# 8 90.3

# 16 74.7

# 30 51.7

# 50 21.5

# 100 4.9

# 200 1.5

F.M.: 2.58

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.598

2.613

2.638

0.59

104.8

Page 15: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:WINDHAM MATERIALS

SOURCE:WILLIMANTIC CT.

LOCATION:WILLIMANTIC CT.

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

195

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

91.00

1.4 %

AASHTO T-27

3/8" 100.0

# 4 98.0

# 8 87.5

# 16 76.1

# 30 58.8

# 50 29.4

# 100 7.4

# 200 1.6

F.M.: 2.43

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.647

2.665

2.696

0.68

107.5

Page 16: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:CAPE COD AGGREGATES

SOURCE:BOURNE, MA

LOCATION:BOURNE, MA

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

196

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Less than Organic Plate # 1

96.00

0.6 %

AASHTO T-27

3/8" 100.0

# 4 98.4

# 8 91.0

# 16 78.3

# 30 53.2

# 50 20.1

# 100 3.5

# 200 0.6

F.M.: 2.56

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.607

2.618

2.636

0.42

111.8

Page 17: FINE AGGREGATES RESULTS - 2009 · FINE AGGREGATES RESULTS - 2009 VENDOR NUMBER : 113 Sieve Analysis of Fine and Coarse Aggregate Unit Weight and Void in Aggregate Specific Gravity

VENDOR:Byrne S & G

SOURCE: LOCATION:Middleboro, MA

FINE AGGREGATES RESULTS - 2009VENDOR NUMBER :

197

Sieve Analysis of Fine and Coarse 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.)

Bulk S.G. :

Bulk (SSD) :

Apparent S.G.:

Absorption:

Between Organic Plate # 1 and # 2

96.00

0.4 %

AASHTO T-27

3/8" 100.0

# 4 99.3

# 8 90.5

# 16 78.6

# 30 57.3

# 50 23.6

# 100 4.2

# 200 0.5

F.M.: 2.46

Percent Passing

AASHTO T-19

AASHTO T-84

AASHTO T-176

AASHTO T-21

AASHTO T-11

2.597

2.619

2.656

0.87

108.4


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