Show the work You have data on an aggregate source. The OD specific gravity is 2.37 and the SSDspecific gravity is 2.44. The apparent specific gravity of this aggregate is most nearly:A. 150.4 lbs/ft3B. 154.8 lbs/ft3С. 2.34D. 2.41E. 2.48

Given data- OD specific gravity = 2.37 SSD specific gravity = 2.44 To Find- Apparent Specific…

Answered: You have data on an aggregate source.…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Answer question 5.36
4 pts Question 23 What is the fineness modulus of this aggregate? % Cumulative Retained Retained Mass 0% Sieve Size (US) (g) Retained Passing 1" 3/4" 1/2" 3/8" # 4 650 18.3 700 19.7 632 17.8 175 4.9 # 8 200 5.6 #16 W 150 4.2 #30 125 3.5 #50 331 9.3 #100 288 8.1 #200 250 7 Pan 50 1.4 Total 3551 O 5.20 O 1.57 O 3.89 O 6.50
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.
2.638, 2.514, 2.437 O 2.651, 2.472, 2.364
9.31 Based on the data shown in Table P9.31, select the blend for a Superpave design aggregate structure. Assume <0.3 million ESAL and 19 mm nominal maximum aggregate size. Table P9.31 Blend Data 1 2 3 2.451 2.465 2.467 Gmb Gmm Gp P P3 Pd Gsb Hini Hdes 2.585 2.654 2.584 1.030 1.030 1.030 5.9 5.5 5.8 94.1 94.5 94.2 4.5 4.5 4.5 2.657 2.667 2.705 127 135 124 113 114 118
1. Calculate the solid volume and percent of voids of an aggregate that weighs 111.2 pcf and has a specific gravity of 2.62.
a. For an aggregate sample, if you know that the apparent relative density is 2.72 and the water absorption is 1.2%. The dry mass of the aggregate is 514 gm. Find the bulk and saturated surface dry (SSD) relative density values? b. Why does the maximum size of aggregate depend on the clear spacing between bars? Show with a simple sketch. Note: Please answer both a and b... Please answer the both questions.. I don't want single b answer.. thank you
Need correct answer and explain.,.
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.
if my Fineness modulus for fine aggregates is 1.88, does it meet the standards fineness modulus for dine aggregates? And if my Fineness modulus for coarse aggregate is 2.61, does it also meet the standards? Explain
If needed assume the unit weight of water to be 62.4 lb/ft3 a) A HMAC sample has the following volumetric properties (i) VMA = 0.1865 ft3and (ii)Volume of air = 0.0452 ft3 Compute %VFA. b) A HMAC sample has 140 lbs of aggregate with a bulk specific gravity of 2.65 and aneffective specific gravity of 2.71. Based on this information the volume of the absorbedasphalt is ________________ft3A compacted sample of hot mix asphalt concrete sample has a unit weight of 135 lb/ft3.c) The sample has an asphalt content of 5% (by weight). Assume no absorbed asphalt.The bulk specific gravity of the aggregate is 2.65, and specific gravity for the asphaltcement is 1.05. Based on this information compute VMA for this mixture.
The mass of aggregate B has been reduced and weighed to conduct an aggregate test shown in Table 2. (e) Calculate the: (iii)apparent specific gravity, and the (iv) aggregate absorption.

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You have data on an aggregate source. The OD specific gravity is 2.37 and the SSD specific gravity is 2.44. The apparent specific gravity of this aggregate is most nearly: A. 150.4 lbs/ft3 B. 154.8 lbs/ft3 С. 2.34 D. 2.41 Е. 2.48