Just list them What are the three common HMA mix design proceduresh.Lid five mix design properties (not aggregate properties) in Marshall Mixdesign procedurehdList four HMA mi design proportin (sotaggregate properties) inSuperpare mit design procedure

Part 1 Three common HMA mix design methods are Superpave mix design method Marshall mix design…

What are the three common HMA mix design procedures b 2. List five mic design properties (not aggregate properties) in Marshall Mic design procedure Lis four MLA is design properti (aggregat properties in Seperpare mit design procedure

What are the three common HMA mix design procedures b 2. List five mic design properties (not aggregate properties) in Marshall Mic design procedure Lis four MLA is design properti (aggregat properties in Seperpare mit design procedure

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.4P

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Just list them

What are the three common HMA mix design procedures
h.
Lid five mix design properties (not aggregate properties) in Marshall Mix
design procedure
h
d
List four HMA mi design proportin (sotaggregate properties) in
Superpare mit design procedure

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A mix design requires 1160 kg/m3 of coarse aggregate (in dry condition), 599 kg/m3of fine aggregate (in dry condition) and 148 kg/m3 of water. The absorption capacityof the coarse aggregate is 0.4 % while the moisture content is 1.5%. The absorptioncapacity of the fine aggregate is 0.4 % while the moisture content is 4%. Pleaseanswer the following questions based on information given. a. What is the amount of Moist Coarse Aggregate? b. What is the amount of SSD Fine Aggregate? c. What is the amount of Moist Fine Aggregate? d. What is the amount of water after adjusting for moisture?
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A 2000 g coarse aggregate sample in SSD condition weighed 1272 g when immersed in water. The same sample when dried in oven weighed 1984 g. Calculate the SSD bulk specific gravity, apparent specific gravity, absorption capacity and dry bulk specific gravity of the aggregate. 3 Ca 15:38 5EEהבןה F5 F6 F8 F9 F10 F11 F12 PAT SC PAUSE DEL END INSERT BREAK ). 9] %3D -> Sv2 O} NUM BACKSPACE T Y P 7 ENTER HOME G H K L B 1 SHIFT END すv :0
12) Suppose that the following mix design was obtaincd at the lab before making any field adjustments for aggregate moisture content: Cement 307.4 Fly ash Water Coarse ageregate (SSD) 1019.7 Fine aggregate (SSD) 43.5 193 781.1 Further suppose that the aggregates have the following properties: (by mass Coarse ageregate Fine aggregate Absorption Capacity 0.5% 0.9% Moisture Content 03% 1135 a) Determine the moisture state of the coane and fine aggregates. (ie wet, SSD, or air dry) b) Cakulate the field mix design weights (show your caleulations): Field Cement Fly ash Water Coarse aggregate (SSD) Fine aggregate (SSD)
Determine the w/c ratio for each mix. Plot the average f'c values versus w/c ratios for all mixes. Comment on the effect of increasing the w/c ratio on the compressive strength.
Consider two mixes, A and B. Mix A contains a well graded aggregate. Mix Bcontains an identically graded set of glass particles as aggregate. This glassparticle identical in size, shape and texture The mixes are inspected after 2 yearplacement. Explain condition of the mixes on the basis of: -Microstructure -Corrosion of embedded reinforcement
For preparing PCC, would you prefer round and smooth aggregate or rough and angular aggregate? Briefly explain why (no more than two lines). b. For preparing HMA, would you prefer round and smooth aggregate or rough and angular aggregate? Briefly explain why (no more than two lines).
Define the following terms:a. Saturated surface-dry condition of aggregatesb. Absorption of aggregatesc. Free water on aggregatesd. Referring to Figure , which portion of the water in the aggregate reacts with the cement in the PCC mix?
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Answer 5.32
Three types of aggregate have sieve analysis as given below. Combine these types of aggregate to meet with specification and draw the specification limits with combined mix on semi-log chart below. Sieve No.4 No.8 No.30 No.50 No.100 No.200 Specif. Agg. A Agg. B Agg. C % % (in) (in) 100 80-100 100 100 100 80 100 100 3/8 (in) 70-90 50-70 35-50 55 100 100 15 85 100 3.2 70 100 18-29 1.1 47 100 13-23 0 30 98 8-16 0 20 93 4-10 0 10 82
Design a Mix for the following Data. Specified strength = (99.5) MPa, Required Slump = 80 mmMaximum size of aggregate = 25 mm, FM of fine aggregate = 2.40Grading of aggregate as satisfied by ASTM C33 (American Society for Testing and Materials)SSD specific gravity of fine and coarse aggregate = 2.75Rodded bulk density of coarse aggregate = 1600 kg/cubic mAbsorption Capacity of coarse aggregate = 0.9 %Absorption Capacity of fine aggregate = 0.5 %Moisture Content of fine and coarse aggregate = 2 %Exposure Conditions = Normal