Question: soil in a highway is compacted to a unit weight of 1 3 3 lb / ft . A sample of it is tested for

soil in a highway is compacted to a unit weight of 133 lb/ft . A sample of it is tested for water content. The original mass was 163.5 g and the dried mass was 140.4 g. Find the dry density of the highway soil.

Step by Step Solution

There are 3 Steps involved in it

1 Expert Approved Answer
Step: 1 Unlock blur-text-image
Question Has Been Solved by an Expert!

Get step-by-step solutions from verified subject matter experts

Step: 2 Unlock
Step: 3 Unlock

Students Have Also Explored These Related Civil Engineering Questions!

Q:

Kate is a self-taught tax preparer. She advertises tax preparation for low fees and does other people's returns as a business to make extra income. She makes no claims in her advertising or to...

Q:

Soil in a highway is compacted to a unit weight of 1 3 3 lb / ft . A sample of it is tested for water content. The original mass was 1 6 3 . 5 g and the dried mass was 1 4 0 . 4 g . Find the dry...

Q:

Soil in a highway is compated to a unit weight of 1 3 3 lb / fr 3 . A sample of it is tested for water content. The original mass was 1 6 3 . 5 g and the dried mass was 1 4 0 . 4 of the highway soil....

Q:

1 - 6 3 . Solve for indicated values: a . W W = 3 1 . 5 l b , V W = f t 3 b . W S = 4 . 0 4 l b , G S = 2 . 6 8 , V S = f t 3 c . V S = 0 . 6 1 3 f t 3 , G S = 2 . 7 1 , W S = Ib d . V W = 0 . 0 1 0...

Q:

A soil sample has the following information available: Specific gravity, GS = 2 9 Wster Content, w = 1 6 . 7 0 % Degree of saturation, 5 : 7 4 . 0 % Then the void ratio of the specimen is 2 . A...

Q:

Please let me know if you need anything, thank you. 2a. Schematically illustrate the subsurface conditions and calculate the effective vertical and total horizontal stresses at Point A before...

Q:

Site Investigation Data A site investigation conducted on the proposed embankment location and surrounding valley has indicted three different soil types. The dam valley consists predominantly of...

Q:

Help ASAP Laboratory la Introduction Soil differs from other engineering materials in that usually there is no control over its structure, properties or behaviour in the ground. In site investigation...

Q:

acela om Question 2.129 marks) 1. A All material being proposed for use as a subbase for a highway project has passed 64% through No 10 sieve (2.00mm) 33% through No 40 sleve (0.425mm) and 10%...

Q:

Table 9-1. Maximum Water-Cementitious Material Ratios and Minimum Design Strengths for Various Exposure Conditions Maximum water-cementitious material Minimum design compressive strength, Exposure...

Q:

The results of a compaction test are given below (Mold Volume=1/30 ft). (a) Draw Compaction Curve, and determine the maximum dry unit weight and optimum water content (b) Draw S=100%, S-90% and S=...

Q:

Analysis of growth, price-recovery, and productivity components (continuation of 13-16). An analysis of La Quintas operating-income changes between 2008 and 2009 shows the following: The industry...

Q:

Convert a fully parenthesized infix expression "(A*((C+D)-F))" into a postfix expression using stack. The binary operators +, -, *. / with standard precedence are to be supported. You do not need to...

Q:

Alan is a general partner understand general partner and a DK partnership is partnership schedule K 1 reports ordinary business income so much guaranteed payments 5 0 0 0 in long term capital gains...

Q:

During the year 2021, Mr. A was provided with an automobile thatwas purchased in 2019 by his employer, GBC co. The cost of the carwas $67,782, including all taxes. GBC paid $2,711 for the operating 2...