Cummulative Percent SIEVE ANALYSIS GRAPH Weight Retained (g) Retained (%) Sieve Size Percent Percent Passing (mm) Retained (%) (%) 100 4.75 238 47.6 47.6 52.4 90 80 2.36 209 41.8 89.4 10.6 70 2.00 19 3.8 93.2 6.8 60 1.80 13 2.6 95.8 4.2 50 21 4.2 100.0 0.0 40 Series1 - 500 100 30 20 10 Sieve Size Percent (mm) Passing (%) 5.00 4.00 3.00 2.00 1.00 0.00 4.75 52 Sieve Size (mm) 2.36 11 2.00 1.80 Pan Percent Passing (%)

Cummulative Percent SIEVE ANALYSIS GRAPH Weight Retained (g) Retained (%) Sieve Size Percent Percent Passing (mm) Retained (%) (%) 100 4.75 238 47.6 47.6 52.4 90 80 2.36 209 41.8 89.4 10.6 70 2.00 19 3.8 93.2 6.8 60 1.80 13 2.6 95.8 4.2 50 21 4.2 100.0 0.0 40 Series1 - 500 100 30 20 10 Sieve Size Percent (mm) Passing (%) 5.00 4.00 3.00 2.00 1.00 0.00 4.75 52 Sieve Size (mm) 2.36 11 2.00 1.80 Pan Percent Passing (%)

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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Complete the following Profile Leveling Notes: (Use 2 decimal places.) STA BS HI FS BM1 0.95 1 2 TP1 3.13 0.64 3 4 5 6 7 TP2 2.16 ? 8 9 10 11 TP3 0.82 2.37 TP4 1.35 3.50 12 BM2 1.24 IFS 3.0 2.3 2.7 2.8 3.1 0.5 0.8 0.9 1.2 1.7 2.8 3.0 ELEV 225.50 ? ? ? 227.66 ? ?
C. Isohyetal Method?
The following data is the result in performing the ASTM C128, Determine the Bulk Specific Gravity, (SSD) Mass of Pycnometer Mass of pycnometer filled with water 250.00 1,160.00 Mass of SSD sample 900.00 Mass specimen and water Mass of oven-dried sample of pycnometer with 1,724.00 895.00 (A) None of the above B) 2.70 c) 2.68 2.66