Coarseness Factor (%) Limestone A Limestone B Limestone C I II IV V III 0 0.7 0 15.0 8.3 16.1 14.2 14.4 12.7 17.1 13.0. Using the Shilstone Chart alone to ... aggregate that decreases workability Reducesedge slumping More Research needs to be conducted to

The Coarseness Factor Chart Excel Spreadsheet is included within the CivilWeb Grading of Aggregates in Concrete Analysis excel spreadsheet as a method of analyzing the suitability of an aggregate grading for a concrete mix. This tool allows the user to input the proposed fine and coarse aggregate gradings along with the proposed cement content.

course aggregates A, B, or D were all over the Coarseness Factor chart, with behavior ranging from rocky to good to sandy. 17. Key Words: 18. Distribution Statement: Aggregate, gradation, concrete, optimization, sand, coarseness factor, gap-graded, well-graded, percent retained, ASTM C 33. No restrictions. This document is available to

Workability Factor, WF Coarseness Factor, CF Coarseness Factor Chart Workability Box Combined Aggregate Zone Lines SubZones II-a,b,c Zone V, Rocky Zone IV, Sticky Zone I, Gap Graded Zone III, WellGraded, 3/4" and finer CF = 62.5% WF = 34.8%

The Coarseness Factor Chart (figure 1) developed by Jim Shil-stone, Sr. is an empirical approach to aggregate proportioning based on his experience in producing lean concrete mixtures with acceptable workability and reduced segregation [11, 12]. The Coarseness Factor Chart plots two different parameters that help divide a combined aggregate ...

same area of the coarseness factor chart • The coarseness factor chart is not a reliable indicator of response to vibration and ability to hold an edge . ... • Putting optimized gradation into practice Specifications Aggregate grading – modify as needed to allow use of the Tarantula curve Control paste volume –Cementitious content

Coarseness Factor Chart Gradation Chart JMF Worksheet Sieve Analysis of Coarse Aggregate Aggregate Fraction Sieve Sizes Pass - Ret. 2" - 1 1/2" 1 1/2" - 1 1/4"

Workability Factor, WF Coarseness Factor, CF Coarseness Factor Chart Workability Box Combined Aggregate Zone Lines SubZones II-a,b,c Zone V, Rocky Zone IV, Sticky Zone I, Gap Graded Zone III, WellGraded, 3/4" and finer CF = 62.5% WF = 34.8%

same area of the coarseness factor chart • The coarseness factor chart is not a reliable indicator of response to vibration and ability to hold an edge . ... • Putting optimized gradation into practice Specifications Aggregate grading – modify as needed to allow use of the Tarantula curve Control paste volume –Cementitious content

Jul 01, 2007 · Among domestic producers, popular practice for achieving Îwell-graded combined aggregatesÌ (WG) in concrete involves the application of Coarseness Factor and 8-18 charts. In the Coarseness Factor (CF) chart, the x-axis represents percent of combined aggregate retained on the No. 8 sieve that is also retained on the ?-in. sieve; and, the y ...

The coarseness factor chart was developed by Shil-stone (1990). Coarseness factor (x-axis) is the percent of the combined aggregate retained on the No. 8 (2.36 mm) sieve that is also retained on the 3/8 in. (9.5 mm) sieve. Workability factor (y-axis) is the percent of the combined aggregate that passes the No. 8 (2.36 mm) sieve.

selecting aggregate grading for use in concrete mixtures to construct military rigid airfield ... 3-3 COARSENESS FACTOR/WORKABILITY FACTOR..... 9 3-4 AGGREGATE PROPORTIONING GUIDE. ... Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete, is the accepted standard for ...

31 CF = coarseness factor, Q = cumulative % retained on the sieve 3/8 in I SA = % retained within sieves #8 and 3/8 in. = +( % ) ( 2 2) W here: WFRadj R= adjusted workability factor, W = cumulative % passing the #8 sieve, C = cement content difference to 564 lb / ydP3P, WT = weight of cement bag, 94 lb The MCFC is an empirically developed chart ...

May 01, 2012 · The article discusses how concrete mix proportions for a given need can be optimized using coarseness factor, mortar factor, and aggregate particle distribution.

Nov 28, 2007 · The coarseness factor chart is a method of analyzing the size and uniformity of the combined aggregate distribution, balanced with the fine aggregate content of the mix. The coarseness factor (the x axis in Figure 3) defines the relationship between the coarse and intermediate particles. It is the percent of combined aggregate retained on the ...

combined aggregate = as shown on the Coarseness Factor Chart with a tolerance of the limits of the trapezoid around the design location; aggregate grading variations = follow the trend on the 0.45 Power Grading Chart without major deviations. Quality control: Maintain a continuing quality control program, including aggregate testing, and

Apr 26, 2020 · Bottom of As shown in Figure 1 with the coarseness factor of 60 and workability of Shilstone 30, the bottom middle is located in Zone 2 on the

Figure 1. Shilstone’s Coarseness Factor Chart helps mix designers balance aggregate coarseness with workability. Optimum mixtures fall within zones II and III. Figure 2. Shilstone’s 0.45 Power Chart can be used to describe an ideal aggregate gradation. Deviations from this line identify deviations from the optimum. Figure 3.

properties of the concrete mixture, the aggregate is still an important factor in creating a workable SCC mix. The focus of this paper is on the influence of aggregate grading on

b The aggregate crushing value (ACV) of an aggregate is the mass of material, expressed as a percentage of the test sample that is crushed finer than a 2.36-mm sieve when a sample of aggregate passing the 13.2-mm and retained on the 9.50-mm sieve is subjected to crushing under a gradually applied compressive load of 400 kN.

Figure 5-1. Range of acceptable aggregate gradings within NDOT specifications plotted on a 0.45 power chart..... 60 Figure 5-2. Coarseness factor-workability factor chart

Stability Factor ... Figure 2.4: Coarseness Chart (Quiroga, 2003) ..... 7! Figure 2.5: Representation of Aggregate in Cement Paste (Koehler ... In current practice, aggregate producers are required to follow the aggregate proportioning method that was developed for

Jan 15, 2015 · The methodology described here uses two widely cited techniques to develop optimized aggregate gradations: the modified coarseness factor chart (MCFC), introduced by Shilstone and shown in Fig. 2, and the percent retained chart to systematically determine a “target” gradation and select an optimized blend of the available aggregates. A distinct feature of the method presented in this study ...

Aggregate is classified as two different types, coarse and fine. Coarse aggregate is usually greater than 4.75 mm (retained on a No. 4 sieve), while fine aggregate is less than 4.75 mm (passing the No. 4 sieve). The compressive aggregate strength is an important factor in the selection of aggregate.

Coarseness Factor chart is one of the recent popular methods for achieving an optimum aggregate gradation, which represents the relationship between Coarseness Factor and Workability Factor of

The influence exerted by the length of the test cylinder on the splitting-tensile strength of concrete is negligible, and may be disregarded in practice. 5. Equation (3) should be used to establish the in-place tensile strength of concrete from test data on its control specimens with consideration of aggregate coarseness.

quantitative analyses to determine key factors that impact sidewalk performance and durability. The primary variables considered in the study were concrete mixture design (aggregate/paste optimization, air content, and cementitious material replacements), workmanship (delivery, placement, finishing, curing), and deicing treatment.

Oct 17, 2016 · The more popular methods for proportioning aggregate in slip formed pavements was used. These methods include the Shilstone Coarseness Chart, Individual Percent Retained Chart, Power 45 Chart, and 60% coarse aggregate and 40% fine aggregate. Below is a brief overview of each method. 60/40 method. In general the 60/40 method is the most typical ...

Apr 21, 2020 · This video provides a summary of test method procedures. For more information on this method, including calculations, please visit the CTTP online training ...

302.1R-2 ACI COMMITTEE REPORT Chapter 2—Classes of floors, p. 302.1R-5 2.1—Classification of floors 2.2—Single-course monolithic floors: Classes 1, 2, 4, 5,

A2A 20mm down aggregate/ coarse aggregate means most of the particle will pass through 20mm sieve and the particles of smaller size will retain in 4.75mm sieve. The stone dust particle (less than 150 micron) are generally not recommended since it ...

Sieve Analysis Excel Worksheet. Excel Details: Excel Sheet For Sieve Analysis Of Aggregate And To .Excel Details: The sieve analysis, commonly known as the gradation test, is a basic essential test for all aggregate technicians.The sieve analysis determines the gradation (the distribution of aggregate particles, by size, within a given sample) in order to determine compliance with design ...

Average coarseness and workability factor for each lot will be determined according to Materials I.M. 530. C. Portland Cement Concrete Overlay, QM-C, Placement Only. Article 2310.05, B, of the Standard Specifications applies. Average coarseness and workability factor for each lot will be determined according to Materials I.M. 530.

The methods of optimization of concrete mix proportions such as coarseness factor, mortar factor, and aggregate particle distribution have been discussed in , Larrard F. and Sedran T. investigated different packing models used for the ultra-high-performance concretes.

Mineral Aggregate Conservation Reuse and Recycling. Report prepared by John Emery Geotechnical Engineering Limited for Aggregate and Petroleum Resources Section, Ontario Ministry of Natural Resources. Ontario, 1992. NSA 166.2. "Blast Furnace Slag, Ideal Backfill Material for Steel Sheet Piling," National Slag Association, Alexandria, Virginia ...