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Unit Weight Of Graded Aggregate Base Material

  • Material Weight Pounds per Cubic Yard

    AGGREGATE TYPE. WEIGHT IN LBS. 2 YARDS 3 YARDS 4 YARDS 5 YARDS: Asphalt: 2,700; 5400. 8100: 10800 13500: Concrete (gravel or stone mix) 4,050. 8100. 12150: 16200 20250: Concrete (average wet mix) Material Weight Pounds per Cubic Yard. All posted weights were gathered from the EPA & NTEA. DownEaster* Title: CUBIC_YARDAGE_CALC_SHEET

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  • AGGREGATE BASE COURSE DENSITY NCDOT

    The most recent Aggregate Base Course (ABC) unit weight test results performed by the NCDOT M&T Soils lab can be queried using this page. Use the drop down boxes to select the company and/or quarry submitting the sample. To see the results of all tests, click on the "Search" button without specifying a company or quarry.

  • Construction Aggregate Calculator Vulcan Materials Company

    Construction Aggregate Calculator. Enter the width, length, thickness, and product density and hit the “Calculate” button to calculate your estimate. If you do not know the product density, use the optional density estimator* or contact a local sales representative.

  • Section 815 Graded Aggregate Georgia

    Section 815—Graded Aggregate Page 3 All material passing the No. 40 (425 µm) sieve shall be non-plastic. Carbonate content (magnesium or calcium) At least 90%. 2. Gradation Grade the limerock base so at least 97 percent by weight passes the 3-1/2 in (90 mm) sieve. a. Grade the material

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  • Aggregate Base Density Data Earthwork/grading

    Jun 09, 2005· Most pavers use 110 pounds per square yard per inch of thickness (or 146.67 pounds pcf) for estimating graded aggregate base. This seems

  • REVISED POST (Revision two the second to last paragraph in the above post) I am converting (CY) of aggregate (for a road construction project) t.You need to talk to someone with experience in doing this calculation. For example, the weight of poured in place concrete, with reinforcement, is.JedClampett sorry, but we have compacted crushed stone coming in at over 150pcf. Why? Our specific gravity is 3.0. I agree with you. M076 can.Here in Washington the state DOT provides guidance for engineer's to prepare their estimates that includes unit densities for different materials,.It depends on the gradation of the rock and the compative effort being put into the rock. In the Midwest for a material with some fines, the maxim.this is standard information that can be obtained from your geotech, your highway department, your local material supplier or your favorite contrac.I my region (the Atlanta, GA area), most of the granite quarried has a density of around 150 pounds per cubic foot (pcf) Most pavers use 110 pound.1I agree, call the local quarries and contractors for your best guess. My many years estimating on the contractor's side give me confidence using.Volume of uncompacted soil materialOct 30, 2012Consolidating 3/4 " GravelJun 24, 2008See more results
  • 21 Spec 301 Base, Subbase, and Subgrade Aggregate

    Open-graded Yes Yes No No No No [1] The contractor may provide reprocessed material or blended material as 3/4-inch base only if the material contains 50 percent or less reclaimed asphalt, by weight. [2] Ensure that material is substantially free of reclaimed asphalt. 301.2.4.4 By-Product Materials

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  • Material Weights Harmony Sand & Gravel

    35 rows· Approximate Weights of Various Construction Material Per Cubic Yard Most of Harmony

  • MATERIALLBS./ CU. YD.TONS/ CU. YD.Andesine Stone48872.44Ashes1080.52Asphalt27001.35Asphaltum23491.17See all 35 rows on harmonysandgravel
  • Road Aggregate 101: Important Stuff

    Large Open Graded Aggregate (AASHTO 1, Rip-Rap) = yd³ x 1.4 Well Graded Aggregate (2A, 2RC) = yd³ x 1.5 Driving Surface Aggregate or TSA = yd³ x 1.55 Shale = yd³ x 1.35 Topsoil /Dirt = yd³ x 1.2 Quick formulas for estimating tonnage of DSA required: For 6” loose lift compacted to ~4 ½ “ = Rd Length’ x Rd Width’ x .029

  • Development of Design Guidelines for Proper Selection of

    All GAB materials were non-plastic and their as-received fines content ranged from 6.9% to10%. According to SHA specifications, the fines content of the GAB materials used in highway base layers must be less than 8% (SHA 2012). The absorption of fine and coarse aggregates of GAB materials varied between 0.89 and 5.33% and 0.4 and 0.79%

  • Base Materials Foley Materials

    Base materials range from non-spec material such as fill sand/dirt, and crushed stone base to DOT & ASTM certified stone. Granite based stone materials range from Graded Aggregate Base to 1” Stone. Commonly used sizes are #5, #6, #57 & #67 stone.

  • Facilities Development Manual Wisconsin Department of

    A ratio of 1:2 or 1:3 HMA pavement depth to base aggregate dense depth. Example: 5 inches of HMA pavement over 10 to 15 inches of base aggregate dense. When using base aggregate open graded, refer to FDM 14-5-15. 10.2.3 Deep-Strength or Perpetual HMA Pavements A standard 6-inch base aggregate dense should be used.

  • Chapter 4: Construction Details, Section 26: Aggregate

    4-2601 General. This section provides guidelines for inspecting aggregate bases for work specified under Section 26, “Aggregate Bases,” of the Standard Specifications. Aggregate base is designated as Class 2 or Class 3. The Bid Item List and plans specify the class and unit of measurement, and the Standard Specifications and special

  • UG-Ap-Stabilized Base Recycled Materials Resource Center

    Unit Weight the unit weight of the aggregate used in stabilized base and subbase mixtures is an indicator of the compacted density of the mix containing this aggregate. Deleterious Substances aggregates used in stabilized base and subbase mixtures should be reasonably free of deleterious substances, such as clay, shale, coal, coke

  • SECTION 300 AGGREGATE PAVEMENT AND BASES

    subsequent material. Coarse graded aggregates shall be compacted in accordance with 203.25. When specified, geotextiles shall be installed in accordance with 616.11. 301.07 Checking and Correcting Base The top of each aggregate course shall be checked transversely to the cross 80 section and all deviations in excess of 1/2 in. shall be corrected.

  • Characterization of Crushed Bases in Wyoming

    aggregate base materials (Hossain and Lane 2015). The research generated representative base Test specimens will be preferably compacted to a minimum dry unit weight greater than 90% of its maximum value. A vibratory compaction will be performed when preparing base . 5

  • Grading and Base Home Page Minnesota Department of

    Apr 12, 2001· The Minnesota Department of Transportation provides its home page with links to its regional offices, bid letting, construction, future highway plans, hot topics, jobs, library, licensing information, map sales, news, public meetings, research, road & travel information, and related links.

  • 32 14 00 Unit Paving County Materials

    15. ASTM D 2940, Specification for Graded Aggregate Material for Bases or Subbases for Highways or Airports. 16. ASTM D 4254, Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. 17. ASTM D 6758,

  • Item 247 Flexible Base ftp.dot.state.tx.us

    project to assure specification compliance. Use Tex-100-E material definitions. 2.1. Aggregate. Furnish aggregate of the type and grade shown on the plans and meeting the requirements of Table 1. Each source must meet Table 1 requirements for liquid limit, plasticity index, and wet ball mill for the grade

  • POROUS PAVEMENT SYSTEM DESIGN CONSTRUCTION

    AGGREGATE Surface BASE Material INFILL Material A uniform with no protrusions from larger aggregate particles. Open Graded/Crushed Aggregate Open Graded/Crushed Aggregate The base material shall be an open gradedcrushed aggregate with a particle range from 0.375 in to 1.0 in (10 mm to 25 mm) with a fines content less than 5%. . The

  • Material Properties for Implementation of M-E Pavement

    MATERIAL PROPERTIES FOR IMPLEMENTATION OF MECHANISTIC-EMPIRICAL (M-E) PAVEMENT DESIGN PROCEDURES FINAL REPORT February 2004 Prepared in cooperation with the Ohio Department of Transportation and

  • Change 1 to AC 150/5320-5C, Surface Drainage Design, 30

    = unit weight of water = effective water content (after the soil has drained) expressed as a decimal fraction relative to dry weight. Limited effective porosity test data for well-graded, base-course materials, such as bank-run sands and gravels, indicate a

  • 304 Aggregate Base Pages

    In rare cases, these materials become soft after a rain event or over the winter. Crushed Gravel Used for 304. If crushed gravel is selected for use as aggregate base, it must be manufactured from material retained on the ½ inch (12.5 mm) sieve. It must meet the gradation and physical requirements shown in 703.17. At times, this material is

  • SECTION 300 AGGREGATE PAVEMENT AND BASES

    Compacted aggregate base will be measured by the ton (megagram) in accordance with 109.01(b). 60 301.10 Basis of Payment The accepted quantities of compacted aggregate base will be paid for at the contract unit price per ton (megagram), complete in place. Payment will be made under: Pay Item Pay Unit

  • Resilient Moduli of Granular Base Materials Using a

    Type 1 aggregate base material is that there is an upper limit on the amount of fines (i.e. that material that passes the #200 or 0.074 mm mesh sieve) that can be present in a Type 5 material. However, with a current upper limit of 15% fines, many of the Type 5 stockpiles around the state contain material that is essentially non-drainable when

  • UG-Ap-Stabilized Base Recycled Materials Resource Center

    Unit Weight the unit weight of the aggregate used in stabilized base and subbase mixtures is an indicator of the compacted density of the mix containing this aggregate. Deleterious Substances aggregates used in stabilized base and subbase mixtures

  • SECTION 300 AGGREGATE PAVEMENT AND BASES

    subsequent material. Coarse graded aggregates shall be compacted in accordance with 203.25. When specified, geotextiles shall be installed in accordance with 616.11. 301.07 Checking and Correcting Base The top of each aggregate course shall be checked transversely to the cross 80 section and all deviations in excess of 1/2 in. shall be corrected.

  • SECTION 300 AGGREGATE PAVEMENT AND BASES

    Compacted aggregate base will be measured by the ton (megagram) in accordance with 109.01(b). 60 301.10 Basis of Payment The accepted quantities of compacted aggregate base will be paid for at the contract unit price per ton (megagram), complete in place. Payment will be made under: Pay Item Pay Unit

  • 304 Aggregate Base Pages

    In rare cases, these materials become soft after a rain event or over the winter. Crushed Gravel Used for 304. If crushed gravel is selected for use as aggregate base, it must be manufactured from material retained on the ½ inch (12.5 mm) sieve. It must meet the gradation and physical requirements shown in 703.17. At times, this material is

  • 32 14 00 Unit Paving County Materials

    15. ASTM D 2940, Specification for Graded Aggregate Material for Bases or Subbases for Highways or Airports. 16. ASTM D 4254, Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density. 17. ASTM D 6758,

  • Change 1 to AC 150/5320-5C, Surface Drainage Design, 30

    = unit weight of water = effective water content (after the soil has drained) expressed as a decimal fraction relative to dry weight. Limited effective porosity test data for well-graded, base-course materials, such as bank-run sands and gravels, indicate a

  • Item 247 Flexible Base ftp.dot.state.tx.us

    project to assure specification compliance. Use Tex-100-E material definitions. 2.1. Aggregate. Furnish aggregate of the type and grade shown on the plans and meeting the requirements of Table 1. Each source must meet Table 1 requirements for liquid limit, plasticity index, and wet ball mill for the grade

  • Asphalt Pavement Construction Asphalt Institute

    The maximum unit weight is sometimes called the “solid density”. This value is based on the asphalt mixture’s maximum specific gravity also known as the Rice value or G mm in Superpave. The maximum unit weight is determined by multiplying the Rice value by 62.4 pounds per cubic foot (PCF). For example, 2.500 is a typical Rice value. 2

  • Improve Material Inputs into Mechanistic Design for

    Dec 15, 2020· aggregate base physical properties (wisdot 2018)..58 table 23. gradation requirements of dense-graded aggregate base materials except for reclaimed asphalt (wisdot 2018)..59 table 24. grading requirements for dense-graded aggregates (mdot 2012)

  • POROUS PAVEMENT SYSTEM DESIGN CONSTRUCTION

    AGGREGATE Surface BASE Material INFILL Material A uniform with no protrusions from larger aggregate particles. Open Graded/Crushed Aggregate Open Graded/Crushed Aggregate The base material shall be an open gradedcrushed aggregate with a particle range from 0.375 in to 1.0 in (10 mm to 25 mm) with a fines content less than 5%. . The

  • Soil Compaction Handbook Multiquip

    SOIL COMPACTION HANDBOOK 5 Cohesive soils Cohesive soils have the smallest particles. Clay has a particle size range of .00004" to .002". Silt ranges from .0002" to .003".

  • Pavement Manual: Treated Subgrade and Base Courses

    Asphalt-treated base (ATB) is also known as asphalt-stabilized base (ASB), or simply “black base.” For the HMA options, lower layers are allowed to contain higher percentages of recycled products and a lower quality aggregate with less stringent material specification requirements as compared to

  • Compaction Quality Monitoring of Open-Graded Aggregates by

    Open-graded aggregates (OGAs) are free-draining materials often used as the base layer of permeable pavements to allow the infiltration or drainage of stormwater. Despite their widespread use, the compaction quality of OGA base layers has not been specified properly. The currently used density-based compaction quality control (QC) has limitations; obtaining the field density and maximum dry

  • UG-Mat Reclaimed Asphalt Pavement Recycled Materials

    (7) Most sources of RAP will be a well-graded coarse aggregate, comparable to, or perhaps slightly finer and more variable than, crushed natural aggregates. The unit weight of milled or processed RAP depends on the type of aggregate in the reclaimed pavement and the moisture content of the stockpiled material.

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