From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% 0% Soil Sample Identification 0.001 H I J L FINES 0.010 H Liquid Limit 60 46 37 Plastic Limit 26 nonplastic Fine #200 34 18 SAND Medium 0.100 Particle size (mm) 1.000 GRAVEL Coarse Pine #4 10.000 Coarse 3" 100.000 F

Q: The soil sample is 75% gravel with laboratory result shown below. Is it well graded or poorly…

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Q: draw the particle size distribution curve for the given table using excel.

A: To Determine draw the particle size distribution curve for the given table using excel

Q: ple from a site in Escondido was sieved in the lab. The entire sample h which 1200 grams passed the…

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Q: Data for Problems 5.12-5.15 You have collected soll samples as part of the investigation for a dam…

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Q: Figure 5.8 Particle size distribution curves for Problems 5.12 through 5.15. 5.13. Determine the…

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Q: A laboratory proctor test was conducted and the following data were obtained for the 5 trial…

A: Proctor test results are given, we need to plot compaction curve and determine dry unit weight and…

Q: Classify the soil according to ASTM-CS

A: The soil is classified into fine-grain soil or coarse grain soil based on the soil passing through…

Q: Soil classification requires all of the results of the following tests:  Liquid limit and Plastic…

A: soil mechanics : Soil mechanics, a branch of soil physics and applied mechanics describes the…

Q: A laboratory test was conducted according to Method A of the ASTM D4318 to find the liquid limit of…

A: The wet mass of the soil sample with the mass of the can is measured, again the dry mass of the…

Q: The soil is classified as using the USCS method

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Q: .. You collected soil samples from site investigation of a dam project. The particle size…

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Q: 5. Determine the USCS designation and soil description of a soil sample given that the sieve…

A: Given Data:Percentage passing #4 sieve: 92.5%Percentage passing #200 sieve: 60%Liquid Limit (LL):…

Q: A specific gravity test was performed on three soil samples, and the following data were collected:…

A: MaterialEmpty pyconometer (W1) (g)Weight of dry soil (W2) (g)Weight of pycnometer + water + soil…

Q: III -"Particle Size Distribution Test" Tabulation of Data: 1 4 7 Sieve Sieve Mass Mass of Mass of…

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Q: A soil sample has a RQD=80%, the mass quality of the soil sample is? Poor O Fair Good Excellent

A: Given data : Rock quality designation (RQD)=80%

Q: 3. As part of a site investigation program for a residential development project you retrieved four…

A: AASHTO Classification: 1. Percentage of particles passing through sieve #10 = 35% 2. Percentage of…

Q: Analyze each statement (A and B) whether they are true or false. Use the choices below in answering…

A: There are different methods to find particle density , some of them are as follows- Core sampling…

Q: From your Atterberg limits tests on the -40 portion of these samples, you have obtained the…

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Q: A sample of soil is extracted from a depth of 5 meters at a site and taken to the lab for testing.…

A: Atterberg limit is a basic measure of the water content of fine-grained soil. It helps in…

Q: | Laboratory testing was performed on two soil samples (A and B). (a) Determine the USCS…

A: Note: We'll answer the first question since the exact one wasn't mentioned. Please resubmit a new…

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.