Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
12 Hs I He IL 9.100132A ). 04003 43 781. 0.021335 44 4 36 0.41~ 351bt% to 4 8. 33 0-01549 32 in 587 bott2429 30 .4 53% 26 77 30 27 1.9 0.0036 Hydrometer Sample Mass Gs Correction Factor (a) Specific Gravity Hs He Corrected Particle Percent Elapsed Time (min) Temp. Te (C) L Reading R = H,-He Passing P % Divisions Divisions K Diameter cm (g/L) (g/L) D (mm) 1 2 4 15 30 60 250 1440 Coarse-grained Sand Fine-grained Gravel Clay 100 Silt Fine $200 Medium Coarsel Fine 440 Coarse USCS Classification #10 $4 3/8" 3/4" 90 80 % Gravel (total): 70 60 % Sand (total): 40 % Fines (Silt +Clay): 30 20 10 D10: D30: D60: 0.075 0.425 2.0 4.75 19.0 0.001 0.01 0.1 10 100 Cu: Cc: Particle size (mm) – logarithmic scale Figure 1 caha Winy Sons in. Aig eeved USCS: % Finer

12 Hs I He IL 9.100132A ). 04003 43 781. 0.021335 44 4 36 0.41~ 351bt% to 4 8. 33 0-01549 32 in 587 bott2429 30 .4 53% 26 77 30 27 1.9 0.0036 Hydrometer Sample Mass Gs Correction Factor (a) Specific Gravity Hs He Corrected Particle Percent Elapsed Time (min) Temp. Te (C) L Reading R = H,-He Passing P % Divisions Divisions K Diameter cm (g/L) (g/L) D (mm) 1 2 4 15 30 60 250 1440 Coarse-grained Sand Fine-grained Gravel Clay 100 Silt Fine $200 Medium Coarsel Fine 440 Coarse USCS Classification #10 $4 3/8" 3/4" 90 80 % Gravel (total): 70 60 % Sand (total): 40 % Fines (Silt +Clay): 30 20 10 D10: D30: D60: 0.075 0.425 2.0 4.75 19.0 0.001 0.01 0.1 10 100 Cu: Cc: Particle size (mm) – logarithmic scale Figure 1 caha Winy Sons in. Aig eeved USCS: % Finer

icon
Related questions
Question

Please complete in the table format and I really need help with this. Please

12 Hs I He IL 9.100132A ). 04003 43 781. 0.021335 44 4 36 0.41~ 351bt% to 4 8. 33 0-01549 32 in 587 bott2429 30 .4 53% 26 77 30 27 1.9 0.0036
Transcribed Image Text:12 Hs I He IL 9.100132A ). 04003 43 781. 0.021335 44 4 36 0.41~ 351bt% to 4 8. 33 0-01549 32 in 587 bott2429 30 .4 53% 26 77 30 27 1.9 0.0036
Hydrometer Sample Mass Gs Correction Factor (a) Specific Gravity Hs He Corrected Particle Percent Elapsed Time (min) Temp. Te (C) L Reading R = H,-He Passing P % Divisions Divisions K Diameter cm (g/L) (g/L) D (mm) 1 2 4 15 30 60 250 1440 Coarse-grained Sand Fine-grained Gravel Clay 100 Silt Fine $200 Medium Coarsel Fine 440 Coarse USCS Classification #10 $4 3/8" 3/4" 90 80 % Gravel (total): 70 60 % Sand (total): 40 % Fines (Silt +Clay): 30 20 10 D10: D30: D60: 0.075 0.425 2.0 4.75 19.0 0.001 0.01 0.1 10 100 Cu: Cc: Particle size (mm) – logarithmic scale Figure 1 caha Winy Sons in. Aig eeved USCS: % Finer
Transcribed Image Text:Hydrometer Sample Mass Gs Correction Factor (a) Specific Gravity Hs He Corrected Particle Percent Elapsed Time (min) Temp. Te (C) L Reading R = H,-He Passing P % Divisions Divisions K Diameter cm (g/L) (g/L) D (mm) 1 2 4 15 30 60 250 1440 Coarse-grained Sand Fine-grained Gravel Clay 100 Silt Fine $200 Medium Coarsel Fine 440 Coarse USCS Classification #10 $4 3/8" 3/4" 90 80 % Gravel (total): 70 60 % Sand (total): 40 % Fines (Silt +Clay): 30 20 10 D10: D30: D60: 0.075 0.425 2.0 4.75 19.0 0.001 0.01 0.1 10 100 Cu: Cc: Particle size (mm) – logarithmic scale Figure 1 caha Winy Sons in. Aig eeved USCS: % Finer
Expert Solution
steps

Step by step

Solved in 2 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Site plan requirements
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.