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Vendor: FOSTER ( CSI )
Source: HOPKINGTON QUARRY Location: HOPKINTON, NH
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150101
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
100.0
# 8
88.6
# 16
65.5
# 30
35.9
# 50
14.7
# 100
4.0
# 200
0.7
F.M.:
2.91Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.634
2.652
2.682
0.68
108.92Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: J.H. LYNCH
Source: FIRST STREET QUARRY Location: CUMBERLAND, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150103
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
99.7
# 8
80.5
# 16
48.6
# 30
30.6
# 50
20.5
# 100
13.4
# 200
8.9
F.M.:
3.07Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.891
2.910
2.946
0.64
121.17Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: PJ KEATING - CRANSTON
Source: PHENIX AVE. Location: CRANSTON, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150110
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
99.5
# 8
75.7
# 16
47.9
# 30
28.6
# 50
16.1
# 100
6.1
# 200
2.5
F.M.:
3.26Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.650
2.666
2.693
0.60
109.03Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: DRY BRIDGE SAND and STONE
Source: SLOCUM PIT Location: N. KINGSTOWN, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150113
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
98.2
# 8
84.7
# 16
67.1
# 30
45.4
# 50
23.9
# 100
7.8
# 200
1.0
F.M.:
2.73Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.612
2.627
2.652
0.58
110.25Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: CHERENZIA
Source: OLD HOPKINTON RD. QUARRY Location: WESTERLY, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150123
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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.)
90.50
%
AASHTO T-27
3/8"
100.0
# 4
99.4
# 8
83.2
# 16
55.5
# 30
35.3
# 50
20.5
# 100
8.7
# 200
2.5
F.M.:
2.97Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.600
2.616
2.642
0.60
107.80Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: RICHMOND SAND and GRAVEL
Source: STILSON ROAD PIT Location: RICHMOND, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150125
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
97.6
# 8
85.7
# 16
74.6
# 30
53.9
# 50
28.0
# 100
8.6
# 200
1.5
F.M.:
2.52Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.632
2.644
2.662
0.42
103.43Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: PJ KEATING - ACUSHNET
Source: ACUSHNET QUARRY Location: ACUSHNET, MA
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150135
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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.)
87.00
%
AASHTO T-27
3/8"
100.0
# 4
98.7
# 8
70.0
# 16
43.4
# 30
27.9
# 50
17.5
# 100
7.7
# 200
3.2
F.M.:
3.35Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.644
2.665
2.699
0.77
110.60Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: LYNCH - TIVERTON
Source: FISH ROAD QUARRY Location: TIVERTON
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150141
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
97.8
# 8
69.8
# 16
46.5
# 30
32.2
# 50
21.8
# 100
13.5
# 200
8.2
F.M.:
3.18Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.604
2.621
2.651
0.68
112.44Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: SOUTH COUNTY S & G
Source: CHARLESTOWN PIT Location: CHARLESTOWN, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150148
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
100.0
# 8
85.0
# 16
61.2
# 30
36.5
# 50
18.7
# 100
6.8
# 200
1.7
F.M.:
2.92Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.595
2.613
2.642
0.68
108.79Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: G. LOPES
Source: MIDDLEBORO PIT Location: MIDDLEBORO, MA
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150169
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
99.6
# 8
86.2
# 16
68.8
# 30
46.7
# 50
22.6
# 100
6.2
# 200
1.6
F.M.:
2.70Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.617
2.637
2.670
0.77
110.63Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: MATERIALS SAND and STONE
Source: POUND HILL ROAD Location: N. SMITHFIELD
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150171
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
99.6
# 8
74.6
# 16
48.9
# 30
33.3
# 50
21.4
# 100
9.1
# 200
3.0
F.M.:
3.13Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.598
2.617
2.648
0.73
109.30Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: J.P. CARRARA
Source: MIDDLEBURY, VT Location: MIDDLEBURY, VT
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150172
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
95.7
# 8
82.2
# 16
64.5
# 30
41.5
# 50
18.1
# 100
5.1
# 200
1.3
F.M.:
2.93Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.604
2.624
2.657
0.77
110.35Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: PYNE SAND AND GRAVEL
Source: PYNE SAND and GRAVEL Location: DOUGLAS, MA
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150178
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
98.1
# 8
82.3
# 16
64.1
# 30
44.2
# 50
24.0
# 100
5.2
# 200
1.1
F.M.:
2.82Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.612
2.630
2.659
0.68
109.06Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: CHERENZIA
Source: WHITE ROCK ROAD Location: WESTERLY, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150184
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
100.0
# 8
82.8
# 16
59.1
# 30
39.4
# 50
22.3
# 100
7.7
# 200
1.7
F.M.:
2.89Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.597
2.619
2.654
0.83
105.37Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: CARDI CORP
Source: Hopkins Hill Road Location: Coventry, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150192
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
99.5
# 8
83.9
# 16
64.5
# 30
46.8
# 50
28.3
# 100
7.8
# 200
0.9
F.M.:
2.69Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.603
2.613
2.630
0.40
104.80Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: HARRY COLE CONSTRUCTION
Source: Dry Bridge Road Location: Exeter, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150193
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
98.9
# 8
90.9
# 16
74.9
# 30
49.8
# 50
32.0
# 100
14.3
# 200
4.5
F.M.:
2.39Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.612
2.627
2.652
0.58
113.84Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: CAPE COD AGGREGATES
Source: BOURNE, MA Location: BOURNE, MA
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150196
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
97.5
# 8
85.6
# 16
70.2
# 30
41.6
# 50
15.7
# 100
2.2
# 200
0.3
F.M.:
2.87Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.609
2.621
2.642
0.48
110.12Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: CUMBERLAND QUARRY
Source: MANVILLE HILL ROAD Location: CUMBERLAND, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150198
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
98.6
# 8
68.7
# 16
39.9
# 30
22.9
# 50
13.2
# 100
6.2
# 200
2.8
F.M.:
3.50Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.746
2.773
2.821
0.97
111.62Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: ARMETTA SAND & STONE
Source: BRADFORD, RI Location: BRADFORD, RI
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150205
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
99.8
# 8
91.7
# 16
69.3
# 30
42.8
# 50
19.2
# 100
4.2
# 200
1.0
F.M.:
2.73Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.614
2.625
2.644
0.42
102.85Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: P.A. LANDERS
Source: HANOVER PIT Location: HANOVER, MA.
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150212
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
98.6
# 8
93.1
# 16
80.0
# 30
47.5
# 50
17.2
# 100
2.4
# 200
0.3
F.M.:
2.61Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.612
2.623
2.641
0.42
108.12Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: BROOKLYN S & G
Source: WAREGAN RD PIT Location: BROOKLYN CONN
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150214
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
95.7
# 8
79.3
# 16
66.5
# 30
54.0
# 50
34.8
# 100
10.5
# 200
1.7
F.M.:
2.59Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.643
2.658
2.683
0.56
110.23Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)
Vendor: DE CATO
Source: LOUDON, NH Location: LOUDON, NH
FINE AGGREGATE ANALYSIS REPORT - 2015
Lab No: 20150216
RHODE ISLAND DEPARTMENT OF TRANSPORTATION
MATERIALS 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"
100.0
# 4
97.5
# 8
89.3
# 16
73.0
# 30
37.9
# 50
17.1
# 100
8.2
# 200
2.2
F.M.:
2.77Percent Passing :
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-37
2.636
2.655
2.686
0.70
109.49Unit Weight:
Bulk S.G.:
Bulk (SSD):
Apparent S.G.:
Absorption:
Plastic Fines:
REV. 5/1/15ID# TL9-082
Reviewed By Date(Print / Sign)