eac of total weight of asphalt mix design

Volumetric Properties of Asphalt Mixes - Pavements/Materials

theory or pure logic. ▫ Specific Gravity – The ratio of the mass of a solid or liquid to the ... Air Voids (Va) – The total volume of the small pockets of air between the ... Hveem's mix design philosophy was that sufficient asphalt binder is needed to ...

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What is the unit weight of asphalt? How do you figure out

3/8/2019 · If you know the specific gravity, you can calculate the weight per volume by weight. Below is the weight per cubic meter of each asphalt mixture. * About 2.5 tons of dense grain asphalt mixture * Fine particle size asphalt mixture About 2.4 tons *...

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DIVISION 400 PAVEMENTS SECTION 401 PLANT MIX PAVEMENTS

Colorado Procedure 52, including a proposed job‑mix gradation for each mixture required by the Contract which shall be wholly within the Master Range Table in section 703 before the tolerances shown in section 401 are applied. The weight of lime shall be included in the total weight of the material passing the 75 µm (No. 200) sieve.

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HMA Mix Design Fundamentals - Pavement Interactive

Mix design is a process to manipulate three variables: (1) aggregate, (2) asphalt binder content and (3) the ratio of aggregate to asphalt binder with the objective of obtaining an HMA that is deformation resistant, fatigue resistant, low temperature crack resistant, durable, moisture damage resistant, skid resistant and workable.

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PDF Chapter 11 MARSHALL METHOD OF ASPHALT-CONCRETE MIX DESIGN

B1 = % asphalt content at maximum unit weight. B2 = % asphalt content at maximum stability. B3 = % asphalt content at specified percent air voids in the total mix. 11.9 EVALUATION AND ADJUSTMENT OF MIX DESIGN The overall objectiveof the mix design is to determine an optimum blend of different

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Asphalt Content - an overview | ScienceDirect Topics

Samples of asphalt mixtures were prepared at four different asphalt contents by weight of asphalt mix mass (5%, 5.5%, 6%, and 6.5%), with three replications per asphalt content. For base asphalt cement and each modifier concentration, one asphalt cement content was chosen, which met the requirement of Superpave mix design 4% air voids.

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PDF 5.17.04 Calculations for The Marshall Mix Design of

It is the portion of the total asphalt content that remains as a coating on the outside of the aggregate particles, and is the asphalt content on which service performance of an asphalt paving mixture depends. The formula is: baP be = P b - (s P 100) P (Eq. 5, Figure 1) Where: P be = effective asphalt content, percent by total weight of mixture ...

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5.17.04 CALCULATIONS FOR THE MARSHALL MIX DESIGN OF

= effective asphalt content, percent by total weight of mixture. P b = asphalt, percent by total weight of mixture. P ba = absorbed asphalt, percent by weight of aggregate. P s = aggregate, percent by total weight of mixture. Calculation using data from Table 1 and section 3.5. P be = 6.96 - (1.03 100) X 93.04 0.9 6.00 3.7.

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Marshall parameters for quality control of hot mix asphalt after

content of asphalt bitumen, filler / bitumen ratio, and mixture gradation (MTOP, 2002). If all required specifications are met, the inspector accepts the asphalt ...

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Bernzomatic Ts8000 Leaking Gas From Handle - edulive

The initial launch line-up includes a 14” cut-off saw, a concrete breaker, ... Product Weight 0. ... The Bernzomatic TS8000 produces a large, swirl flame, designed to ... Total consumption per 24 hours of full unloading capacity will be about 86. ... for jobs from roofing to asphalt to melting ice to burning brush piles on the farm.

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PDF SECTION 406 ASPHALTIC CONCRETE 406-1 Description

contractor's mix design proposal, for combined bulk specific gravity and/or combined water absorption up to a maximum of 3.0 percent, but meets the other requirements of Table 406-4 may be further considered for acceptance by the Engineer if: a) the total estimated cost of all asphaltic concrete components, using the mix design unit weight ...

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Comparison of Marshall and SUPERPAVE Level I Mix Design

viscosity criteria stated by the Asphalt Institute in MS-2 U). For each mix. the same mix/compaction temperatures were used for both the Marshall and SUPERP A VETM Level I mix design procedures. Mixing temperatures were selected at a binder viscosity range of 150-190 centiswkes while the

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Roofing Materials - Weights

Asphalt impregnated felt paper None 15 pound paper (0.2 lb m /ft 2 , 1 kg/m 2 ) 30 pound paper (0.3 lb m /ft 2 , 1.5 kg/m 2 ) 45 pound paper (0.5 lb m /ft 2 , 2.4 kg/m 2 ) 1 lb m /ft 2 = 4.88 kg/m 2

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PDF 5.10.4. Calculations for The Marshall Mix Design of

Asphalt Absorption: Absorption is expressed as a percentage by weight of aggregate rather than as a percentage by total weight of mixture. Asphalt, Pba, absorption is determined as follows: ba se sb sb se P = 100 b (G - G ) (G x G ) G (Eq. 4, Figure 1) Where: Pba = absorbed asphalt, percent by weight of aggregate.

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PRACTICE FOR SUPERPAVE MIX DESIGN

Job Mix Formula (JMF): The percentage passing on each designated sieve of the total mass of aggregate and the amount of asphalt cement as a percentage by mass of the mixture that are based on specified mix design procedures. Performance Graded Asphalt Cement (PGAC): An asphalt binder that is produced from petroleum

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East Valley Asphalt Committee HOT ASPHALT MIX CRITERIA

G. The asphalt mix design submittal will include the following information: 1. The mix design shall be stamped, signed and dated by the Professional Engineer (properly licensed and registered with the State of Arizona) who is responsible for the mix design. 2. A unique product code for each mix design 3.

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PDF The Effect of Filler Types and Content

Asphalt Content (O.A.C.) with three percentages of the fillers of ordinary portland cement, lime stone powder, and waste glass powder at 4%, 6% and 8% by weight of total aggregates, respectively. The results of Marshall tests on mix design of hot asphalt concrete mixtures, for the

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PDF Supplemental ACP Test Proced 2018-DRAFT-TEST

and eac cited in: "contractor mix design guidelines for asphalt concrete" january 2018 page 2 odot tm 313 "compressive strength and mix design of emulsified asphalt mixtures" page 9 odot tm 316 "adding anti-strip additives, lime, or latex polymer to mix design samples" page 12 odot tm 318 "open graded acp & pac designs"

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Comparison of Marshall and SUPERPAVE Level I Mix Design for

viscosity criteria stated by the Asphalt Institute in MS-2 U). For each mix. the same mix/compaction temperatures were used for both the Marshall and SUPERP A VETM Level I mix design procedures. Mixing temperatures were selected at a binder viscosity range of 150-190 centiswkes while the

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Solved: 2. Given The Following Information For Marshall Mi

2. Given the following information for Marshall mix design: Unit weight of Marshall specimen 143 pef % asphalt content 6.5 % by wt, of total mix S.G. of asphalt cement 1.010 Fine aggregate (55 % by wt, of total aggregate), S.G. 2740 Coarse aggregate (45 % by wt, of total aggregate), SG. 2.720 Calculate the % air voids, VMA, and % voids filled with asphalt (VFA).

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