Help, Help new solution please According to available data shown in Tables 2, calculate the following:a. Compute the desired Gradation (blend ratios of each fraction) using trial and errormethod.b. Find Total Gsb, Gse „Pba and Pbe according to asphalt Gb 1.015, Gmm-2.658 andPb=4.5%.Tabłe 2: Aggregate Gradation AnalysisMidSpecificationsLimitsSieveBlendASize (in)GradationLimits3/4"1001001001001/2"9010010080-1003/8"5910010070-90No.4169610050-70No.83.28210035-50No.30.1.15110018-29No.50369813-23No.10021938-16No.2009.2824-102.7852.6872.734Note:Gse100 xGsbGbGsbxGsePmm PbPmmGseGmmPba%3D%3DРттPbPsPbGmmGbGseGbPbaxPs100Pbe = Pb

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Answered: available data shown in Tables pute the…

Engineering

Civil Engineering

available data shown in Tables pute the desired Gradation (blend od. Total Géb, Gse „Pha and Phe accore

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter18: Bituminous Materials

Section: Chapter Questions

Problem 5P: Given the specifications for an asphaltic concrete mixture and the results of a sieve analysis,...

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According to the available data of asphalt Gb= 1.025, Pb = 4.5), Aggregate (Gsb = 2.605, Gse: 2.635), and mix has Gmb properties of a compacted HMA paving mixture, Taking advantage of the use of phase diagram approach to solve it. 2.428. As shdwn in the Figure below, calculate the volumetric %3D Ма Air Va VMA Mbe Asphalt binder Vbe Mb Vb Mba Absorbed asphalt Vba Mmb Vmb Ms Vsb Mse Aggregate Vse
Based on the data shown in Table select the blend for a Superpave design aggregate structure. Assume 60.3 million ESAL and 19 mm nominal maximum aggregate size.
QUESTION 1 A drum mix asphalt plant is different than a batch mix asphalt plant. O True O False QUESTION 2 Excess asphalt mix is kept in a grain silo until trucks transport it to the job site. O True O False QUESTION 3 Typically, ODOT calls for minimum 7" layer of surface asphalt mix to be placed and then a 4" layer of aggregate base beneath. O True O False
Based on the data shown in Table P9.31, select the blend for a Superpavedesign aggregate structure. Assume 60.3 million ESAL and 19 mm nominalmaximum aggregate size.
Material Specific Gravity Weight (g) Bulk specific gravity Coarse 2450 2.69 Aggregate Fine 1270 2.58 Aggregate Filler Asphalt 120 2.47 1.05 4% cement
(c) Asphalt concrete mixture of AC 14 will be used to construct the wearing course layer. The coarse aggregate, fine aggregate and filler are used as materials to produce the asphalt concrete mixture. The aggregate gradation will be blended to fulfill the gradation limit according to JKR standard specification as shown in Table Q1(c)(i). Based on this statement, conclude the result of sieve analysis test of blended aggregate as shown in Table Q1(c)(ii). I Table Q1(c)(i): Gradation specification for AC 14 mixture BS Sieve Size (mm) Percentage passing by weight 28.0 20.0 14.0 10.0 5.0 3.35 1.18 0.425 0.150 0.075 100 90-100 76-86 50-62 40-54 18-34 12-24 6-14 4-8 I Act Go to
I have the correct answer but don't know how to solve it. Wrong solution will be downvoted. A 5% of Rediset is used by the weight of asphalt binder to produce a WAM specimen has 1080 gm aggregates and 60 gm filler. If the diameter of WMA specimen is 10.16 cm and its thickness is 6.35 cm and the density is 2341 kg/m3. The weight of Rediset in gm (rounded to one decimal) is
A sieve analysis was conducted on a graded aggregate with a nominal maximum aggregate size of 20 mm. Th following data was obtained: Sieve size (mm) Mass retained (g) 37.5 0 26.5 19.0 9.5 4.75 2.36 Pan 80 120 800 1450 130 80 a) Find the mass passing and percentage passing on each sieve and fill in the table provided in the answer sheet. b) Fill in the upper and lower limits of the Australian Standard (AS2758) for this aggregate type. c) As per the AS2758, is the aggregate well-graded? Explain your answer. d) What should be done if the aggregate is poorly graded?
5.29 Table P5.29 shows the grain size distribution for two aggregates and the specifi- cation limits for an asphalt concrete. Determine the blend proportion required to meet the specification and the gradations of the blend. On a semilog grada- tion graph, plot the gradations of aggregate A, aggregate B, the selected blend, and the specification limits. TABLE P5.29 Percent Passing Sieve Size, mm 12.5 9.5 4.75 2.36 0.60 0.30 0.15 0.075 19 Specification limits 100 80-100 70-90 50-70 35-50 18-29 13-23 8-16 4-10 Aggregate A 100 85 55 20 0. Aggregate B 100 100 100 85 67 45 32 19 11
1.Calculate for the aggregate impact value given the total weight of aggregates to be 2698 gramsand 45 % of the total weight passed through the 2.36mm sieve and write the nature of thecalculated impact value. 2.An aggregate sample has undergo sieve analysis test. Given the total mass of 1590 grams, theweight of aggregate sample retained on 1.7mm sieve size is 457 grams. Calculate for the abrasionvalue of aggregates. 3.A concrete cylindrical sample has undergone compressive strength test. Given the cross-sectionalfaces of the cylinder each measure 6 inches across, and the cylinder failed at 57,634 pounds of force. What is the compressive strength of that sample of concrete? Please express your answer in N/mm