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Tray 12 ec ATTERBERG LIMITS DETERMINATION Project Alterberg Lab Location of Project Sols Lab Description of Soil Passing 200 seine Depth of Sample NA Liquid Limit Determination Can no. Mass of wet soil + can Ma Mass of dry soil + can M3 Mass of can M, Mass of dry soil Mass of moisture Water content, w% No. of blows N Penetration D, mm 14 x 100 w = M₂-M3 M3-Mi golo content, w% Water 10 Plastic Limit Determination Can no. Mass of wet soil + canw Mass of dry soil + can w/s Mass of can WI Mass of dry soil W-W₁ Mass of moisture W2-W3 Water content, w% = wp Plastic Limit Al 31.7 29,3 22,7 6.6 2,4 36.4 6 15 43 26.0 25.4 22.9 2.5 016 24 Copyright © 1992 by McGraw-Hill, Inc. A 18 33.9 31.3 24,3 Tested By 7,0 2.6 3711 9 78 245 2412 22.2 Job No. 2 0.3 Boring No. 15 Plasticily Indey 1 SIR 63 20 25 30 40 50 60 80 100 No. of blows, N IW 4014 37,5 2819 816 2.9 33,7 15 74 2416 24.1 21.7 2.4 0.5 20.8 LL-PL 1 Sample No. Date 53 35.3 32.0 22,1 9.9 3.3 33,3 37 Data Sheet 3 1 18 Oct 22 132 36.6 33,3 22.5 1018 3.3 30.5 42 Flow index F₁ = Liquid limit= Plastic limit= Plasticity index Ip= Plastic Limit W₂-W3 W3-WI x 100

Tray 12 ec ATTERBERG LIMITS DETERMINATION Project Alterberg Lab Location of Project Sols Lab Description of Soil Passing 200 seine Depth of Sample NA Liquid Limit Determination Can no. Mass of wet soil + can Ma Mass of dry soil + can M3 Mass of can M, Mass of dry soil Mass of moisture Water content, w% No. of blows N Penetration D, mm 14 x 100 w = M₂-M3 M3-Mi golo content, w% Water 10 Plastic Limit Determination Can no. Mass of wet soil + canw Mass of dry soil + can w/s Mass of can WI Mass of dry soil W-W₁ Mass of moisture W2-W3 Water content, w% = wp Plastic Limit Al 31.7 29,3 22,7 6.6 2,4 36.4 6 15 43 26.0 25.4 22.9 2.5 016 24 Copyright © 1992 by McGraw-Hill, Inc. A 18 33.9 31.3 24,3 Tested By 7,0 2.6 3711 9 78 245 2412 22.2 Job No. 2 0.3 Boring No. 15 Plasticily Indey 1 SIR 63 20 25 30 40 50 60 80 100 No. of blows, N IW 4014 37,5 2819 816 2.9 33,7 15 74 2416 24.1 21.7 2.4 0.5 20.8 LL-PL 1 Sample No. Date 53 35.3 32.0 22,1 9.9 3.3 33,3 37 Data Sheet 3 1 18 Oct 22 132 36.6 33,3 22.5 1018 3.3 30.5 42 Flow index F₁ = Liquid limit= Plastic limit= Plasticity index Ip= Plastic Limit W₂-W3 W3-WI x 100

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
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In the atterberg lab test how do I figure out the calculations for flow index, liquid limit, plastic limit and plasticity index, not sure which numbers I need to use for it. I highlighted the area on my page where it is.
Tray 12 ATTERBERG LIMITS DETERMINATION Project Alterberg Lab Sails Lab Location of Project Description of Soil Passing 200 seive Depth of Sample NA Liquid Limit Determination Can no. Mass of wet soil + can Ma Mass of dry soil + can M3 Mass of can M₁ Mass of dry soil Mass of moisture Water content, w% No. of blows N Penetration D, mm w = M2-113 M3-M₁ Rec 14 x 100 Water content, w% 10 Plastic Limit Determination Can no. Mass of wet soil + can w Mass of dry soil + can w3 Mass of can WI Mass of dry soil W-W₁ Mass of moisture W2-W3 Water content, w% = Wp Plastic Limit AI 31.7 29,3 22,7 6.6 2,4 36.4 6 15 43 26.0 25.4 20 25 30 22.9 215 016 24 Copyright © 1992 by McGraw-Hill, Inc. A 18 33.9 31.3 24,3 7,0 2.6 3711 9 40 No. of blows, N Tested By 78 245 2412 22.2 2 013 Job No. Boring No. 50 60 Plasticity Indey SIR 1 63 4014 37,5 28,9 816 2.9 33,7 15 80 100 74 24.6 24.1 2117 2.4 0.5 2018 LL-PL 1 Sample No. Date 53 35.3 32.0 22,1 9,9 3.3 33,3 37 Data Sheet 3 1 18 Oct 22 132 36.6 33,3 22.5 1018 3.3 30,5 42 Flow index F₁ = Liquid limit= Plastic limit= Plasticity index Ip= Plastic Limit W2-W3 W3-WI x 100
Transcribed Image Text:Tray 12 ATTERBERG LIMITS DETERMINATION Project Alterberg Lab Sails Lab Location of Project Description of Soil Passing 200 seive Depth of Sample NA Liquid Limit Determination Can no. Mass of wet soil + can Ma Mass of dry soil + can M3 Mass of can M₁ Mass of dry soil Mass of moisture Water content, w% No. of blows N Penetration D, mm w = M2-113 M3-M₁ Rec 14 x 100 Water content, w% 10 Plastic Limit Determination Can no. Mass of wet soil + can w Mass of dry soil + can w3 Mass of can WI Mass of dry soil W-W₁ Mass of moisture W2-W3 Water content, w% = Wp Plastic Limit AI 31.7 29,3 22,7 6.6 2,4 36.4 6 15 43 26.0 25.4 20 25 30 22.9 215 016 24 Copyright © 1992 by McGraw-Hill, Inc. A 18 33.9 31.3 24,3 7,0 2.6 3711 9 40 No. of blows, N Tested By 78 245 2412 22.2 2 013 Job No. Boring No. 50 60 Plasticity Indey SIR 1 63 4014 37,5 28,9 816 2.9 33,7 15 80 100 74 24.6 24.1 2117 2.4 0.5 2018 LL-PL 1 Sample No. Date 53 35.3 32.0 22,1 9,9 3.3 33,3 37 Data Sheet 3 1 18 Oct 22 132 36.6 33,3 22.5 1018 3.3 30,5 42 Flow index F₁ = Liquid limit= Plastic limit= Plasticity index Ip= Plastic Limit W2-W3 W3-WI x 100
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