Aggregates and Soils by Use of Sand Equivalent Test6 3. Terminology 3.1 Definitions: 3.1.1 fine aggregate—aggregate passing the 3⁄8-in. (9.5-mm) sieve and almost entirely passing the No. 4 (4.75-mm) sieve and predominantly retained on the No. 200 (75-µm) sieve (see Terminology C 125). 3.1.2 sand equivalent—a measure of the amount of ...
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Sand Equivalent – Pavement Interactive - Allowable Sand Equivalent Value For Asphalt And Concrete 24-4934 Motorised Sand Equivalent Shaker ASTM. 220-240VK 50Hz 1Ph. Bench mounting mechanical sand equivalent shaker with a stroke of 203mm (8 inches) and a running frequency of 175 cycles per minute.
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Calculation and Report standard deviation has been found to be 4.4 for sand 12.1 Calculate the sand equivalent to the nearest 0.1 % as equivalent values greater than 80 and 8.0 for values less than follows: 80 (1s).9Therefore, results of two properly conducted tests SE 5 ~ sand reading/clay reading! 3 100 (1) from different laboratories on ...
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The frequency table has a provision for R-value testing, but exercise reducing caution when doing so.Consider reducing frequency when the initial test results show R -values significantly exceeding the specified R -value and ongoing gradation and sand equivalent test results indicate acceptable and consistent material quality.
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Description. Construct a hot-mix asphalt (HMA) pavement layer composed of a compacted, dense-graded mixture of aggregate and asphalt binder mixed hot in a mixing plant. Materials. Furnish uncontaminated materials of uniform quality that meet the requirements of the plans and specifications. Notify the Engineer of all material sources.
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limestone rock asphalt aggregates at 140 ± 5°F (60 ± 3°C). Note 2—Tests on damp samples will generally give lower sand equivalent values than tests on oven-dried samples. It is permissible not to dry the sample to save time, but if the test values are near or below the specified minimum, retest the sample in the oven-dry condition.
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0.10 - 0.20 Sand Asphalt. 0.20 - 0.40. Bituminous-Treated Base. Coarse-Graded Base. 0.10 - 0.34 Sand Asphalt. 0.10 - 0.30. Cement-Treated Base. (by compressive strength) …
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2 Maximum allowable value. Figure 1 provides an example spreadsheet used for evaluating the data. For this example, the No. 8 sieve is the median sieve because it is the sieve with the percent passing closest to 50 percent. ... If the Sand Ratio is above 60.0 percent, calculate the percentage of fine aggregate contributed to the total aggregate ...
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Higher sand equivalent values indicate "cleaner" (less fine dust or clay-like materials) aggregate. The standard sand equivalent test is: AASHTO T 176: Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test; ASTM D 2419: Sand Equivalent Value of Soils and Fine … See more
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The sand equivalent test quantifies the relative abundance of sand versus clay in soil. It is measured by standardized test methods such as ASTM D2419, AASHTO T176, and EN 933-8. [1] The test is used to qualify aggregates for applications where sand is desirable but fines and dust are not. A higher sand equivalent value indicates that …
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Aggregates and Soils by Use of Sand Equivalent Test6 3. Terminology 3.1 Definitions: 3.1.1 fine aggregate—aggregate passing the 9.5-mm (3⁄8-in.) sieve and almost entirely passing the 4.75-mm (No. 4) sieve and predominantly retained on the 75-µm (No. 200) sieve (see Terminology D 8). 3.1.2 sand equivalent—a measure of the amount of silt or
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Hot Mix Asphalt (HMA) Using Saturated Surface-Dry Specimens 2.1.9. AASHTO T176, Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test 2.1.10. AASHTO T180, Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop …
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fines. A high SE-value value indicates that the quantity of fines in the analyzed aggregate is small while the opposite holds for low SE-values. For the time being there are no specified limits in the standard, but results from [7] shows on a drastic increase of the water demand, i.e., yield stress, as the SE-value falls below approximately 75 %.
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2. Mechanical Sand Equivalent Shaker (Figure 3): a mechanical device designed to hold the sand equivalent (SE) graduated plastic cylinde r in a horizontal position while subjecting it to a reciprocating motion parallel to its length. The motion must be provided through a "scotch-yoke " mechanism, which provides a stroke length of 8 in. 0.05 in.
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1. Prepare sand equivalent test specimens from the passing No. 4 sieve portion of the material to be tested after it has been processed according to the procedures prescribed in California Test 201, except that reclaimed aggregate containing traces of asphalt or asphalt concrete shall not be oven dried at temperatures greater than 100˚F.
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The purpose of this test method is to indicate, under standard conditions, the relative proportions of clay-size or plastic fines and dust in granular soils and fine aggregates that pass the 4.75-mm (No. 4) sieve. The term "sand equivalent" expresses the concept that most granular soils and some fine aggregates are mixtures of desirable ...
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A minimum sand equivalent value may be specified to limit the permissible quantity of claylike fines in an aggregate. This test method provides a rapid field method …
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Use 2.5 mm (0.1 in.) as the smallest unit for the readings and always use the higher graduation if the readings fall between one-tenth inch marks. Calculate the sand equivalent to the nearest 0.1% using the …
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SE - The sand equivalent value. LD - The loss by Decantation given as a percentage. P -The decimal fraction of the minus no. 200 mesh material in a sample of sand. A -The sand reading in inches in the sand equivalent test. K -The ratio of the clay reading minus the sand reading and the sand reading in the sand equivalent test. c -y· K
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local sand contains no more than % clay by weight and is free of foreign substances, roots, twigs, and other organic matter. Ensure sand is free of clay lumps, as determined by AASHTO T 112, and has a sand equivalent value exceeding 25%, as determined by GDT 63. B. Fabrication 1.
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limestone rock asphalt aggregates at 140 ± 5°F (60 ± 3°C). Note 2—Tests on damp samples will generally give lower sand equivalent values than tests on oven-dried …
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So if your sample has a 90 sand equivalent that means that 90% of the sample was good material and 10% was detrimental. If you have a 40 sand equivalent that means that 40% of the sample was good material and 60% was detrimental. Many materials such as concrete sands will have high SEs, in the 80s or 90s but it is very rare to see a …
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value at that temperature. d. This correction curve may be used to determine the correction that must be applied to obtain a test value corrected to 22.2˚C. e. Results for individual specimens which meet the minimum sand equivalent specification when the temperature of the working solution is below the recommended range do
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Scope. 1.1 This test method is intended to serve as a rapid field correlation test. The purpose of this test method is to indicate, under standard conditions, the relative proportions of clay-size or plastic fines and dust in granular soils and fine aggregates that pass the 4.75 mm (No. 4) sieve. The term "sand equivalent" expresses the ...
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Scope. 1.1 This test method is intended to serve as a rapid field-correlation test. The purpose of this test method is to indicate, under standard conditions, the relative proportions of clay-size or plastic fines and dust in granular soils and fine aggregates that pass the 4.75-mm (No. 4) sieve. The term "sand equivalent" expresses the ...
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Asphalt; Rock Mechanics; Moisture Density; Soil. Soil Preparation; Moisture Content; Soil Classification. Determination Of Liquid Limit; Linear Shrinkage; ... Sand Equivalent Value CL20357 Sand Equivalent Stock Solution 1ltr. Quick View. Sand Equivalent Value CL20352 Sand Equiv Irrigator tube. Quick View. Soil
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Typical sand equivalent values range from less than 30% to more than 90%. If agg. #1 has SE = 70% and agg. #2 has SE = 40 % that means agg. #1 has more sand and less clay …
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The minimum sand equivalent value shall be 45 when tested in accordance with ASTM D2419 Test Method for Sand Equivalent Value of Soils and Fine Aggregates. When tested according to D4791 method of testing the maximum allowable flat and elongated particles
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Sand Equivalent T 176 45 min. (b) Reclaimed Asphalt Pavement - RAP material used in the production of new ACP is optional. No more than 30 percent RAP material will be allowed in the new ACP Pavement. Use RAP Aggregates in the ACP that are no larger than the specified maximum allowable Aggregate size before entering the cold feed.
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January 2017. M 46-01.26 complete manual (PDF 17.9 ) M 46-01.26 revision package (PDF 597 KB) Website feedback: Tell us how we're doing. The Materials Manual contains all the testing procedures that are agency created, modified, or adopted in part. There are 95 field operating testing procedures and 11 materials standard operating procedures.
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allowable sand equivalent value for asphalt and concrete. Section 00745 Hot Mixed Asphalt Concrete HMAC. Sep 07 2014 Sand equivalent AASHTO T176 65 Above 45 the allowable VFA values for asphalt specimens are expected to be from 65 to 78 for medium traffic volume and from 70 to 80 for heavy traffic volume Also the minimum VMA values …
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In France, the SE value is measured on grain sizes 0/2 mm with a maximum percentage of 10% fines. If the material contains more than 10% fines in these grain sizes, sand has to be added to lower the value. Product Standard SIST EN 13242 defines the procedure in SIST EN 933-8:2000: assessment of fines—sand equivalent test, to be …
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1.1 This test method is intended to serve as a rapid field-correlation test. The purpose of this test method is to indicate, under standard conditions, the relative proportions of clay-size or plastic fines and dust in granular soils and fine aggregates that pass the 4.75-mm (No. 4) sieve. The term "sand equivalent" expresses the concept ...
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ASTM D2419: Standard Test Method for Sand Equivalent Value of Soils 2014 . and Fine Aggregate . 19 ASTM D2489/D2489M: Standard Practice for Estimating Degree of Particle 2008 . Coating of Bituminous-Aggregate Mixtures . 20 ASTM D2726/D2726M: Standard Test Method for Bulk Specific Gravity and 2014
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3. Terminology 3.1 Definitions: 3.1.1 fine aggregate—aggregate passing the 9.5-mm (3⁄ 8-in.) sieve and almost entirely passing the 4.75-mm (No. 4) sieve and predominantly …
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