Pearson eText for Materials for Civil and Construction Engineers -- Instant Access (Pearson+)
4th Edition
ISBN: 9780137505586
Author: Michael Mamlouk, John Zaniewski
Publisher: PEARSON+
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Chapter 9, Problem 9.17QP
To determine
How the asphalt emulsions work as a binder in asphalt mixtures.
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Chapter 9 Solutions
Pearson eText for Materials for Civil and Construction Engineers -- Instant Access (Pearson+)
Ch. 9 - Prob. 9.1QPCh. 9 - Prob. 9.2QPCh. 9 - Prob. 9.3QPCh. 9 - Prob. 9.4QPCh. 9 - Prob. 9.5QPCh. 9 - Prob. 9.6QPCh. 9 - Prob. 9.7QPCh. 9 - What are the engineering applications of each of...Ch. 9 - Prob. 9.9QPCh. 9 - Prob. 9.10QP
Ch. 9 - Prob. 9.11QPCh. 9 - Prob. 9.12QPCh. 9 - Prob. 9.13QPCh. 9 - Prob. 9.14QPCh. 9 - Prob. 9.15QPCh. 9 - Prob. 9.16QPCh. 9 - Prob. 9.17QPCh. 9 - Prob. 9.18QPCh. 9 - What are the objectives of the asphalt concrete...Ch. 9 - Prob. 9.20QPCh. 9 - Prob. 9.21QPCh. 9 - Prob. 9.22QPCh. 9 - Prob. 9.23QPCh. 9 - Prob. 9.24QPCh. 9 - Prob. 9.25QPCh. 9 - An asphalt concrete mixture includes 94% aggregate...Ch. 9 - Prob. 9.27QPCh. 9 - Prob. 9.28QPCh. 9 - Prob. 9.29QPCh. 9 - Prob. 9.30QPCh. 9 - Based on the data shown in Table P9.31, select the...Ch. 9 - Based on the data in Table P9.32, determine the...Ch. 9 - Given the data in Table P9.33, select the blend...Ch. 9 - The Marshall method of mix design has been widely...Ch. 9 - Prob. 9.35QPCh. 9 - Prob. 9.36QPCh. 9 - Prob. 9.37QPCh. 9 - Prob. 9.38QPCh. 9 - Prob. 9.39QPCh. 9 - Prob. 9.40QPCh. 9 - Prob. 9.41QPCh. 9 - Prob. 9.42QPCh. 9 - Prob. 9.43QPCh. 9 - What is the purpose of adding fly ash to asphalt...Ch. 9 - Prob. 9.45QPCh. 9 - Prob. 9.47QPCh. 9 - Prob. 9.48QP
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- Several types of fillers, such as crushed fines, portland cement, lime, fly ash, and carbon black, can be added to asphalt concrete. Fillers are used to satisfy gradation requirements of materials passing the 0.075 mm sieve, increase stability, improve bond between aggregates and asphalt, or fill the voids and thus reduce the asphalt required.arrow_forwardWhat are the organic substances in the production of warm asphalt? Please explain with reference.arrow_forwardQuestion 8 Asphalt binders and mixtures are complex materials because they: are rheological and thermoplastic and age O are homogeneous within the same grade are not sensitive to time of loading or temperature are manufactured to exact chemical compositionsarrow_forward
- What is temperature susceptibility of asphalt? Are soft asphalts used in hot or cold climates?arrow_forwardQ4) Determine the PG grade of the asphalt whose results are shown in the table below? Show all calculations and comparisons with Superpave requirements. Test Results Original Properties Flash point temperature, °C 278 Viscosity @ 135 °C 0.490 Pa.s Dynamic shear Rheometer @ 82 °C @ 76 °C G* = 0.82 kPa, 8 = 68° G* = 1.00 kPa, 8 = 64° @ 70 °C G* = 1.80 kPa, 8 = 60° Rolling Thin Film Oven Aged Binder Mass loss, % 0.63 Dynamic shear Rheometer @ 82 °C @ 76 °C G* = 1.60 kPa, 8 = 65° G* = 2.20 kPa, ô = 62° @ 70 °C G* = 3.50 kPa, 8 = 58° Rolling Thin Film Oven and PAV Aged Binder Dynamic shear Rheometer @ 34 °C @ 31 °C @ 28 °C G* = 2500 kPa, 8 = 60° G* = 3700 kPa, 8 = 58° G* = 4850 kPa, 8 = 56° Bending Beam Rheometer @ -6 °C, 60-sec @ -12 °C, 60-sec @ -18 °C, 60-sec S = 255 MPa, m = 0.329 S = 290 MPa, m = 0.305 S = 318 MPa, m = 0.277arrow_forwardList the typical four types of materials in pavement engineering and describe the three basic structures of asphalt mixture in civil engineering.arrow_forward
- please quickly thanks! What are the three main components of Petroleum Asphalt?arrow_forwardMake a comparison between Cutback ?Asphalt and Asphalt emulsionarrow_forwardWhat is the most common polymer used for modifying asphalt cement? Briefly describe the interaction that occurs when asphalt and SBS are mixed.arrow_forward
- What are three advantages of using asphalt emulsions versus using cutback asphalts?   Solvents in cutbacks add to green-house gas emissions while emulsions do not. Water is currently more expensive than solvents used in cutbacks. Emulsions are liquid at room temperatures while cutbacks are solid and need heating to become liquid.   Cutback asphalts only need to be heated to 600C while emulsions require high heat to become liquid. Asphalt emulsions only need to be heated to 600C while cutback asphlats require high heat to become liquid. Emulsions are liquid at room temperatures while cutbacks are solid and need heating to become liquid.   Can only add a positive or negative charge to the cutback asphalt to help the binder adhere to the aggregate. Water in the emulsion allows for better bonding with the aggregate. Cutback asphalts only need to be heated to 600C while emulsions require high heat to become liquid.   Solvents in cutbacks are more…arrow_forwardWhy are the asphalt emulsions preferred over asphalt cutback?arrow_forwardAnswer the question false or. true oxidized asphalt are not used commonly in highway constructionarrow_forward
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