PROJECT: Dualization of Hafr Albaten , Umm Aljumajim Road, Section 7 Location: ___________

TESTED BY: Designation: M.E. Date : ______ ____

CHECKED BY : E. Flores Designation: M.I. Date : _____ ______

G

H

I

W1

J

L

M

N

Hydro

meter

Reading

Temp

Correction

(Table 5/6)

Corr.

Temp. R

Sp. Gr.

Corr.

a

% Soil

Susp.

Pa

Grain

Size d1

(Table 4)

KL KG Kn Corrected

11.7 -7.3 4.4 1.000 4.47 0.0400 0.905 0.990 0.910 0.0326

11.6 -7.3 4.3 1.000 4.37 0.0260 0.907 0.990 0.915 0.0214

11.6 -7.3 4.3 1.000 4.37 0.0150 0.910 0.990 0.915 0.0124

11.4 -7.3 4.1 1.000 4.16 0.0100 0.914 0.990 0.920 0.0083

11.4 -7.3 4.1 1.000 4.16 0.0074 0.925 0.990 0.920 0.0062

11.1 -7.3 3.8 1.000 3.86 0.0036 0.927 0.990 0.926 0.0031

11 -7.3 3.7 1.000 3.76 0.0015 0.947 0.990 0.905 0.0013

A gm 127.1

B gm 125.6

C gm 1.5 mm (alt)

D gm 27.6 50.80 2" 0 7485 100

E gm 98.0 37.50 1-1/2"

F % 1.531 25.00 1" 1901.7 5583.3 75

19.05 3/4" 841.3 4742 63

4.75 No. 4 1665.8 3076 41

2.00 No. 10 606 2470 33

0.85 No. 40 65.58 22

0.075 No. 200 51.98 17.2

0.020 13.50 4.46

64.59 65.58 0.002 8.25 2.72

51.19 51.98 0.001 6.90 2.28

0.425 No. 40

Grading Washed Hydrometer

Oven Dry Mass ( H x I )

d = d1 x KL x Kn

Mass Can + Soil

Mass Can + Oven Dry Sample

For Hydrometer 152H:

Mass Water (A - B)

60

250

Temp

Reading C

18.5

18.5

18.5

18.0

18.0

7763

100/(100+F)

H x I

30

G - J

L x I

KING DOM OF SAUDI ARABIA

MATERIAL RESEARCH ND TESTING DEPARTMENT

MINISTRY OF TRANSPORT

AL HANOO - SUWAYKET COMPANY SAUDI TECH CONTRACTOR CONSULTANT

HYDROMETER & MECHANICAL ANALYSIS OF SOIL

Dispersing Agent

J + M

100

0.9849

98.49

7763

4374

3389

3338

7712

G

Hydrometer Used

Specific Gravity

NaPO4

152H

Total Mass of Air Dried Sampled gram

Mass of Air Dried Hydrometer Sample gram

Hygroscopic Moisture Content Correction gram

Mass of Oven Dried Hydrometer Sample gram

2.65

Oven

Dry

Mass

Total

Sample

Total Mass of Air Dry Sample gram

Mass of Mat'l ret'nd on 2mm Sieve gram

Mass of Mat'l Pssng on 2mm Sieve gram

Hygroscopic correction gram

Oven Dry Mass gram

ELAPSED

TIME

MINUTES

2

Pa = (((1606(R-1)a)/100) x 100 Pa = (Ra/W1) x 100

5

15

1440

18.0

18.0

For Hydrometer 151H:

Mass Can

Total Sample

Z = 100-(% ret on 2mm sieve)/100 P = (Ra/W1) x Z

% PassingMass

Retained

Mass

Passing

Particle Size

Hygroscopic Moisture Determination

Mass of Oven Dry soil ( B - D)

% Hygroscopic Moisture (C/E) x 100

mm (alt)Mass Retained

Sieve Size

Contractor Material Inspector Resident Engineer

Edward Flores Engr. Mohd Badr Syed Saleh

0.075 No. 200

98.49

Checked by: Edwardo Flores Title: Material Inspector Date: 02/01/1425H

33.90

47.3

Mass

Passing

%

PassingFrom Accumulation

Curve

From Grading Washed

of Hydrometer Sample

PROJECT: Dualization of Majma'ah - Hafr Albaten Road, Section 7 Location: ________________

TESTED BY: Designation: M.E. Date : ______ _____

CHECKED BY : E. Flores Designation: M.I. Date : _____ _______

0.02 0.001 0.002 4

0.02 0.001 0.002 16

Edward Flores Engr. Mohd Badr Syed Saleh

Contractor Material Inspector Resident Engineer

HYDROMETER & MECHANICAL ANALYSIS OF SOIL

KING DOM OF SAUDI ARABIAMINISTRY OF TRANSPORT

MATERIAL RESEARCH ND TESTING DEPARTMENT

CONTRACTOR CONSULTANT

AL HANOO - SUWAYKET COMPANY SAUDI TECH

3

4

5

0.00010.00100.01000.1000

Perc

ent S

oil

Suspended

Grain Diameter, mm

Accumulation Curve (hydrometer sample)

0

10

20

30

40

50

60

70

80

90

100

0.0010.0100.1001.00010.000100.000

Perc

en

t P

assin

g %

Particle Size (mm)

Particle Distribution Chart (Total Sample)

PROJECT: Dualization of Hafr Albaten , Umm Aljumajim Road, Section 7 Location: ___________

TESTED BY: Designation: M.E. Date : ______ ____

CHECKED BY : E. Flores Designation: M.I. Date : _____ ______

G

H

I

W1

J

L

M

N

Hydro

meter

Reading

Temp

Correction

(Table 5/6)

Corr.

Temp. R

Sp. Gr.

Corr.

a

% Soil

Susp.

Pa

Grain

Size d1

(Table 4)

KL KG Kn Corrected

1.019 -0.00193 1.0171 0.990 1.01 0.0400 0.800 0.980 0.890 0.0279

1.018 -0.00193 1.0161 0.990 1.01 0.0260 0.850 0.980 0.890 0.0193

1.016 -0.00210 1.0139 0.990 1.01 0.0150 0.865 0.980 0.880 0.0112

1.0115 -0.00210 1.0094 0.990 1.00 0.0100 0.905 0.980 0.880 0.0078

1.0105 -0.00204 1.0085 0.990 1.00 0.0074 0.915 0.980 0.890 0.0059

1.008 -0.00342 1.0046 0.990 1.00 0.0036 0.935 0.980 0.960 0.0032

1.005 -0.00227 1.0027 0.990 0.99 0.0015 0.960 0.980 0.930 0.0013

A gm 308.2

B gm 307.9

C gm 0.3 mm (alt)

D gm 83.6 50.80 2" 0 6572 100

E gm 224.3 37.50 1-1/2"

F % 0.13 25.00 1" 2487 4085.0 62

19.05 3/4" 616.5 3469 53

4.75 No. 4 1364.5 2104 32

2.00 No. 10 350 1754 27

0.85 No. 40 66.05 18

0.075 No. 200 52.64 14.0

0.020 23.20 6.19

65.97 66.05 0.002 6.20 1.65

52.57 52.64 0.001 3.30 0.88

Edward Flores Engr. Mohd Badr Syed Saleh

Contractor Material Inspector Resident Engineer

From Accumulation

Curve0.425 No. 40

Checked by: Edwardo Flores Title: Material Inspector Date: 02/01/1425H

33.90

0.075 No. 200 47.3

Grading Washed Hydrometer

Oven Dry Mass ( H x I ) 99.87 From Grading Washed

of Hydrometer SampleSieve SizeMass Retained

Mass

Passing

%

Passingmm (alt)

Mass of Oven Dry soil ( B - D)

Mass Can + Oven Dry Sample Particle Size Mass

Retained

Mass

Passing

% Hygroscopic Moisture (C/E) x 100

Mass Can + Soil Z = 100-(% ret on 2mm sieve)/100 P = (Ra/W1) x Z

% Passing

Mass Water (A - B)

Mass Can

Pa = (((1606(R-1)a)/100) x 100 Pa = (Ra/W1) x 100 d = d1 x KL x Kn

Hygroscopic Moisture Determination Total Sample

250 23.5

1440 26.1

For Hydrometer 151H: For Hydrometer 152H:

15 28.9

30 28.9

60 29.1

ELAPSED

TIME

MINUTES

Temp

Reading C

2 29.6

5 29.6

2.65Hygroscopic correction gram L x I 3384

Oven Dry Mass gram J + M 7758

Mass of Mat'l Pssng on 2mm Sieve gram G - J

7763

Mass of Mat'l ret'nd on 2mm Sieve gram 4374

3389

0.9987Hydrometer Used Mass of Oven Dried Hydrometer Sample gram H x I 99.87

152H Oven

Dry

Mass

Total

Sample

Total Mass of Air Dry Sample gram G

Specific Gravity

Dispersing Agent Total Mass of Air Dried Sampled gram 6574.5

NaPO4Mass of Air Dried Hydrometer Sample gram 100

Hygroscopic Moisture Content Correction gram 100/(100+F)

KING DOM OF SAUDI ARABIAMINISTRY OF TRANSPORT

MATERIAL RESEARCH ND TESTING DEPARTMENT

AL HANOO - SUWAYKET COMPANY SAUDI TECH CONTRACTOR CONSULTANT

HYDROMETER & MECHANICAL ANALYSIS OF SOIL

PROJECT: Dualization of Majma'ah - Hafr Albaten Road, Section 7 Location: ________________

TESTED BY: Designation: M.E. Date : ______ _____

CHECKED BY : E. Flores Designation: M.I. Date : _____ _______

0.02 0.001 0.002 4

0.02 0.001 0.002 16

HYDROMETER & MECHANICAL ANALYSIS OF SOIL

Edward Flores Engr. Mohd Badr Syed Saleh

Contractor Material Inspector Resident Engineer

MINISTRY OF TRANSPORTMATERIAL RESEARCH ND TESTING DEPARTMENT

AL HANOO - SUWAYKET COMPANY SAUDI TECH CONTRACTOR CONSULTANT

KING DOM OF SAUDI ARABIA

3

4

5

0.00010.00100.01000.1000

Perc

ent S

oil

Suspended

Grain Diameter, mm

Accumulation Curve (hydrometer sample)

0

10

20

30

40

50

60

70

80

90

100

0.0010.0100.1001.00010.000100.000

Perc

en

t P

assin

g %

Particle Size (mm)

Particle Distribution Chart (Total Sample)

3