Post on 14-Mar-2020
VENDOR:J.H. LYNCH
SOURCE:FIRST STREET QUARRY
LOCATION:CUMBERLAND, RI
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
103
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
79.00
10.3 %
AASHTO T-27
3/8" 100.0
# 4 98.8
# 8 74.0
# 16 46.9
# 30 31.8
# 50 22.0
# 100 14.9
# 200 9.9
F.M.: 3.11
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.709
2.727
2.760
0.68
119.8
Rev. 9-09Test Form No. TL9-082
VENDOR:PJ KEATING - CRANSTON
SOURCE:PHENIX AVE.
LOCATION:CRANSTON, RI
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
110
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
2.0 %
AASHTO T-27
3/8" 100.0
# 4 98.2
# 8 73.6
# 16 49.1
# 30 30.8
# 50 16.6
# 100 6.0
# 200 2.4
F.M.: 3.26
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.601
2.616
2.641
0.58
111.1
Rev. 9-09Test Form No. TL9-082
VENDOR:DRY BRIDGE SAND and STONE
SOURCE:SLOCUM PIT
LOCATION:N. KINGSTOWN, RI
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
113
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
90.50
1.3 %
AASHTO T-27
3/8" 100.0
# 4 99.7
# 8 90.5
# 16 63.4
# 30 37.4
# 50 17.0
# 100 5.5
# 200 1.6
F.M.: 2.87
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.607
2.627
2.660
0.77
110.4
Rev. 9-09Test Form No. TL9-082
VENDOR:RAWSON SAND and GRAVEL
SOURCE:SOCHOR PIT
LOCATION:PUTNAM, CT
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
120
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
2.1 %
AASHTO T-27
3/8" 100.0
# 4 99.9
# 8 87.5
# 16 69.3
# 30 49.8
# 50 24.2
# 100 6.9
# 200 2.3
F.M.: 2.62
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.628
2.649
2.686
0.83
111.0
Rev. 9-09Test Form No. TL9-082
VENDOR:CHERENZIA
SOURCE:OLD HOPKINTON RD. QUARRY
LOCATION:WESTERLY, RI
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
123
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
87.50
1.8 %
AASHTO T-27
3/8" 100.0
# 4 99.2
# 8 77.4
# 16 54.6
# 30 37.7
# 50 22.3
# 100 8.8
# 200 2.5
F.M.: 3.00
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.616
2.631
2.656
0.56
109.4
Rev. 9-09Test Form No. TL9-082
VENDOR:SOUTH COUNTY SAND and GRA
SOURCE:CHARLESTOWN PIT
LOCATION:CHARLESTOWN, RI
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
148
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
1.4 %
AASHTO T-27
3/8" 100.0
# 4 99.7
# 8 92.2
# 16 70.8
# 30 39.9
# 50 12.8
# 100 3.5
# 200 1.5
F.M.: 2.81
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.592
2.612
2.645
0.77
108.4
Rev. 9-09Test Form No. TL9-082
VENDOR:ATTLEBORO S & G
SOURCE:ATTLEBORO PIT
LOCATION:ATTLEBORO, MA
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
153
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
88.50
1.5 %
AASHTO T-27
3/8" 100.0
# 4 98.3
# 8 85.7
# 16 71.5
# 30 50.5
# 50 22.6
# 100 5.0
# 200 1.4
F.M.: 2.66
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.607
2.633
2.675
0.97
111.7
Rev. 9-09Test Form No. TL9-082
VENDOR:G. LOPES
SOURCE:MIDDLEBORO PIT
LOCATION:MIDDLEBORO, MA
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
169
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
90.00
2.1 %
AASHTO T-27
3/8" 100.0
# 4 99.7
# 8 90.7
# 16 73.6
# 30 50.7
# 50 22.8
# 100 6.2
# 200 2.1
F.M.: 2.56
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.607
2.630
2.668
0.89
110.8
Rev. 9-09Test Form No. TL9-082
VENDOR:PLOURDE SAND AND GRAVEL
SOURCE:HOOKSET PIT (BLD. 3)
LOCATION:HOOKSET, NH
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
170
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
0.5 %
AASHTO T-27
3/8" 100.0
# 4 97.6
# 8 88.1
# 16 69.7
# 30 40.9
# 50 15.2
# 100 3.6
# 200 0.6
F.M.: 2.85
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.642
2.662
2.695
0.75
109.1
Rev. 9-09Test Form No. TL9-082
VENDOR:WILLIAM E. DAILEY, INC.
SOURCE:SHAFTESBURY, VT
LOCATION:SHAFTESBURY, VT
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
173
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
2.8 %
AASHTO T-27
3/8" 100.0
# 4 98.6
# 8 88.8
# 16 65.7
# 30 41.4
# 50 21.9
# 100 8.6
# 200 2.8
F.M.: 2.75
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.676
2.701
2.743
0.91
115.7
Rev. 9-09Test Form No. TL9-082
VENDOR:PYNE SAND AND GRAVEL
SOURCE:PYNE SAND and GRAVEL
LOCATION:DOUGLAS, MA
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
178
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
92.50
1.1 %
AASHTO T-27
3/8" 100.0
# 4 97.9
# 8 80.5
# 16 61.4
# 30 42.8
# 50 23.8
# 100 5.8
# 200 1.2
F.M.: 2.88
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.614
2.634
2.666
0.75
112.3
Rev. 9-09Test Form No. TL9-082
VENDOR:AGG. IND. - WRENTHAM
SOURCE:GREEN ST. QUARRY
LOCATION:WRENTHAM, MA
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
179
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
87.00
3.8 %
AASHTO T-27
3/8" 100.0
# 4 99.2
# 8 82.9
# 16 53.8
# 30 33.5
# 50 18.9
# 100 9.0
# 200 3.3
F.M.: 3.03
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.612
2.631
2.664
0.75
110.4
Rev. 9-09Test Form No. TL9-082
VENDOR:YORK BUILDING PRODUCTS
SOURCE:Belvedere, MD
LOCATION:Belvedere, MD
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
181
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
85.00
0.7 %
AASHTO T-27
3/8" 100.0
# 4 98.9
# 8 81.3
# 16 65.9
# 30 47.3
# 50 18.5
# 100 2.9
# 200 0.5
F.M.: 2.85
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.589
2.609
2.643
0.79
106.8
Rev. 9-09Test Form No. TL9-082
VENDOR:CHERENZIA
SOURCE:WHITE ROCK ROAD
LOCATION:WESTERLY, RI
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
184
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
1.9 %
AASHTO T-27
3/8" 100.0
# 4 99.6
# 8 77.2
# 16 53.2
# 30 35.3
# 50 19.7
# 100 7.3
# 200 1.8
F.M.: 3.08
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.594
2.612
2.641
0.68
108.5
Rev. 9-09Test Form No. TL9-082
VENDOR:CARDI CORP
SOURCE:Hopkins Hill Road
LOCATION:Coventry, RI
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
192
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
89.00
1.6 %
AASHTO T-27
3/8" 100.0
# 4 99.3
# 8 85.0
# 16 63.0
# 30 44.5
# 50 27.5
# 100 10.3
# 200 1.7
F.M.: 2.70
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.623
2.638
2.664
0.58
108.6
Rev. 9-09Test Form No. TL9-082
VENDOR:CAPE COD AGGREGATES
SOURCE:BOURNE, MA
LOCATION:BOURNE, MA
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
196
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
97.00
0.3 %
AASHTO T-27
3/8" 100.0
# 4 99.1
# 8 92.5
# 16 80.8
# 30 53.0
# 50 19.2
# 100 2.0
# 200 0.3
F.M.: 2.53
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.624
2.633
2.646
0.32
109.7
Rev. 9-09Test Form No. TL9-082
VENDOR:BYRNE S & G
SOURCE: LOCATION:Middleboro, MA
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
197
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
92.00
1.3 %
AASHTO T-27
3/8" 100.0
# 4 98.7
# 8 89.5
# 16 76.7
# 30 53.7
# 50 21.9
# 100 4.7
# 200 1.3
F.M.: 2.55
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.592
2.622
2.671
1.13
110.2
Rev. 9-09Test Form No. TL9-082
VENDOR:RIVER VIEW QUARRY LLC
SOURCE:MANVILLE HILL ROAD
LOCATION:CUMBERLAND, RI
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
198
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
83.50
7.1 %
AASHTO T-27
3/8" 100.0
# 4 100.0
# 8 76.2
# 16 45.7
# 30 29.3
# 50 18.8
# 100 11.4
# 200 5.9
F.M.: 3.19
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.690
2.713
2.752
0.85
115.8
Rev. 9-09Test Form No. TL9-082
VENDOR:OSSIPEE AGGREGATE CORP
SOURCE:OSSIPEE, NH
LOCATION:OSSIPEE, NH
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
199
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
1.1 %
AASHTO T-27
3/8" 100.0
# 4 99.2
# 8 92.1
# 16 75.4
# 30 48.4
# 50 21.0
# 100 6.1
# 200 1.6
F.M.: 2.58
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.585
2.604
2.634
0.73
108.7
Rev. 9-09Test Form No. TL9-082
VENDOR:ATTLEBORO S & G (STONE SAN
SOURCE:ATTLEBORO PIT
LOCATION:ATTLEBORE, MA.
FINE AGGREGATES RESULTS - 2010VENDOR NUMBER :
200
RHODE ISLAND DEPARTMENT OF TRANSPORTATIONMATERIALS SECTION
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
84.50
2.1 %
AASHTO T-27
3/8" 100.0
# 4 99.9
# 8 78.7
# 16 50.5
# 30 31.1
# 50 15.7
# 100 4.6
# 200 1.4
F.M.: 3.19
Percent Passing
AASHTO T-19
AASHTO T-84
AASHTO T-176
AASHTO T-21
AASHTO T-11
2.649
2.681
2.735
1.19
107.9
Rev. 9-09Test Form No. TL9-082