final report - fine - sort - 2 -...
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![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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/1.jpg)
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)
![Page 2: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/2.jpg)
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)
![Page 3: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/3.jpg)
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)
![Page 4: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/4.jpg)
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)
![Page 5: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/5.jpg)
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)
![Page 6: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/6.jpg)
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)
![Page 7: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/7.jpg)
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)
![Page 8: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/8.jpg)
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)
![Page 9: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/9.jpg)
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)
![Page 10: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/10.jpg)
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)
![Page 11: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/11.jpg)
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)
![Page 12: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/12.jpg)
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)
![Page 13: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/13.jpg)
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)
![Page 14: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/14.jpg)
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)
![Page 15: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/15.jpg)
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)
![Page 16: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/16.jpg)
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)
![Page 17: 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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/17.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/18.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/19.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/20.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/21.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/22.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/23.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/24.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/25.jpg)
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](https://reader030.vdocument.in/reader030/viewer/2022032611/5ae710947f8b9aee078dae92/html5/thumbnails/26.jpg)
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)