Field Density Test (Sand Replacement Method)

ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 15+930 15+970
Layer Sub-grade
Moisture content determination
Can No. EB-07 ST-02
Weight of wet soil+can g 89.73 87.93
Weight of dry soil+can g 78.65 77.45
Weight of moisture g 11.08 10.48
Weight of can g 19.88 20.11
Weight of dry soil g 58.77 57.34
Moisture Content % 18.85 18.28

Mass of wet soil from hole. kg 3.397 3.394

Mass.of Sand + Cylinder before pouring kg 5.602 5.6
Mass of Sand + Cylinder after pouring kg 2.017 2.015
Mass of sand in cone + Hole kg 3.585 3.585
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.42 2.42
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1927.77 1926.07
Dry density of soil kg/m3 1621.98 1628.44
Max.dry density kg/m3 1707 1707
Compaction % 95.02 95.40
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
4-May-19
3-May-19
Red Soil
15+900 - 16+140

3 4
16+050 16+110
Sub-grade

DR-01 PY-03
92.31 87.69
80.40 76.35
11.91 11.34
19.24 19.98
61.16 56.37
19.47 20.12

3.389 3.399
5.612 5.608
2.113 2.101
3.499 3.507
1.1603 1.1603
2.34 2.35
1376 1376
0.002 0.002
1993.96 1993.02
1668.95 1659.23
1707 1707
97.77 97.20
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 16+160 16+200
Layer Sub-grade
Moisture content determination
Can No. X-02 W-01
Weight of wet soil+can g 92.54 88.90
Weight of dry soil+can g 80.65 78.90
Weight of moisture g 11.89 10.00
Weight of can g 18.32 21.25
Weight of dry soil g 62.33 57.65
Moisture Content % 19.08 17.35

Mass of wet soil from hole. kg 3.387 3.393

Mass.of Sand + Cylinder before pouring kg 5.622 5.608
Mass of Sand + Cylinder after pouring kg 2.105 2.019
Mass of sand in cone + Hole kg 3.517 3.589
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.36 2.43
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1977.56 1922.33
Dry density of soil kg/m3 1660.75 1638.17
Max.dry density kg/m3 1707 1707
Compaction % 97.29 95.97
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
5-May-19
4-May-19
Red Soil
16+140 - 16+300

3 4
16+240 16+290
Sub-grade

PI-02 JR-03
98.20 80.50
85.42 70.63
12.78 9.87
19.85 21.55
65.57 49.08
19.49 20.11

3.382 3.379
5.619 5.63
2.057 2.121
3.562 3.509
1.1603 1.1603
2.40 2.35
1376 1376
0.002 0.002
1937.64 1979.61
1621.58 1648.16
1707 1707
95.00 96.55
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 16+330 16+370
Layer Sub-grade
Moisture content determination
Can No. YR-04 SR-01
Weight of wet soil+can g 88.59 94.78
Weight of dry soil+can g 78.50 82.45
Weight of moisture g 10.09 12.33
Weight of can g 18.78 21.25
Weight of dry soil g 59.72 61.20
Moisture Content % 16.90 20.15

Mass of wet soil from hole. kg 3.388 3.399

Mass.of Sand + Cylinder before pouring kg 5.615 5.609
Mass of Sand + Cylinder after pouring kg 2.022 2.075
Mass of sand in cone + Hole kg 3.593 3.534
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.43 2.37
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1916.34 1970.35
Dry density of soil kg/m3 1639.36 1639.95
Max.dry density kg/m3 1707 1707
Compaction % 96.04 96.07
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
6-May-19
5-May-19
Red Soil
16+300 - 16+550

3 4
16+420 16+470
Sub-grade

TB-01 JR-02
78.25 90.72
67.97 79.66
10.28 11.06
19.35 19.98
48.62 59.68
21.14 18.53

3.393 3.385
5.621 5.618
2.086 2.056
3.535 3.562
1.1603 1.1603
2.37 2.40
1376 1376
0.002 0.002
1966.05 1939.36
1622.91 1636.15
1707 1707
95.07 95.85
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 15+930 15+970
Layer Sub-grade
Moisture content determination
Can No. CB-07 JR-01
Weight of wet soil+can g 102.35 97.80
Weight of dry soil+can g 89.55 85.65
Weight of moisture g 12.80 12.15
Weight of can g 15.35 18.55
Weight of dry soil g 74.20 67.10
Moisture Content % 17.25 18.11

Mass of wet soil from hole. kg 3.390 3.387

Mass.of Sand + Cylinder before pouring kg 5.620 5.615
Mass of Sand + Cylinder after pouring kg 2.012 2.105
Mass of sand in cone + Hole kg 3.608 3.510
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.45 2.35
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1905.72 1983.45
Dry density of soil kg/m3 1625.34 1679.36
Max.dry density kg/m3 1707 1707
Compaction % 95.22 98.38
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
4-May-19
3-May-19
Red Soil
15+900 - 16+140

3 4
16+050 16+110
Sub-grade

HR-04 SL-01
82.97 95.55
73.20 84.25
9.77 11.30
21.25 19.98
51.95 64.27
18.81 17.58

3.389 3.385
5.619 5.605
2.063 2.025
3.556 3.580
1.1603 1.1603
2.40 2.42
1376 1376
0.002 0.002
1946.51 1924.93
1638.39 1637.10
1707 1707
95.98 95.90
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 15+930 15+970
Layer Sub-grade
Moisture content determination
Can No. BT-02 HP-01
Weight of wet soil+can g 87.90 105.88
Weight of dry soil+can g 76.00 91.65
Weight of moisture g 11.90 14.23
Weight of can g 16.35 18.55
Weight of dry soil g 59.65 73.10
Moisture Content % 19.95 19.47

Mass of wet soil from hole. kg 3.386 3.390

Mass.of Sand + Cylinder before pouring kg 5.609 5.605
Mass of Sand + Cylinder after pouring kg 2.055 2.102
Mass of sand in cone + Hole kg 3.554 3.503
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.39 2.34
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1946.42 1991.14
Dry density of soil kg/m3 1622.69 1666.69
Max.dry density kg/m3 1707 1707
Compaction % 95.06 97.64
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
4-May-19
3-May-19
Red Soil
15+900 - 16+140

3 4
16+050 16+110
Sub-grade

DR-01 X-02
79.85 83.90
69.78 72.10
10.07 11.80
19.24 18.32
50.54 53.78
19.92 21.94

3.383 3.393
5.615 5.601
2.087 2.112
3.528 3.489
1.1603 1.1603
2.37 2.33
1376 1376
0.002 0.002
1966.05 2004.88
1639.40 1644.14
1707 1707
96.04 96.32
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 15+930 15+970
Layer Sub-grade
Moisture content determination
Can No. YR-04 DR-01
Weight of wet soil+can g 101.95 99.89
Weight of dry soil+can g 89.00 87.56
Weight of moisture g 12.95 12.33
Weight of can g 18.78 19.24
Weight of dry soil g 70.22 68.32
Moisture Content % 18.44 18.05

Mass of wet soil from hole. kg 3.389 3.387

Mass.of Sand + Cylinder before pouring kg 5.605 5.615
Mass of Sand + Cylinder after pouring kg 2.035 2.022
Mass of sand in cone + Hole kg 3.570 3.593
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.41 2.43
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1935.21 1915.78
Dry density of soil kg/m3 1633.88 1622.89
Max.dry density kg/m3 1707 1707
Compaction % 95.72 95.07
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
4-May-19
3-May-19
Red Soil
15+900 - 16+140

3 4
16+050 16+110
Sub-grade

PY-03 W-01
87.25 96.85
75.95 84.58
11.30 12.27
19.98 21.25
55.97 63.33
20.19 19.37

3.390 3.385
5.610 5.620
2.115 2.055
3.495 3.565
1.1603 1.1603
2.33 2.40
1376 1376
0.002 0.002
1997.96 1936.94
1662.34 1622.57
1707 1707
97.38 95.05
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 15+930 15+970
Layer Sub-grade
Moisture content determination
Can No. JR-03 CB-07
Weight of wet soil+can g 75.25 89.20
Weight of dry soil+can g 65.90 79.35
Weight of moisture g 9.35 9.85
Weight of can g 18.78 15.35
Weight of dry soil g 47.12 64.00
Moisture Content % 19.84 15.39

Mass of wet soil from hole. kg 3.392 3.390

Mass.of Sand + Cylinder before pouring kg 5.620 5.625
Mass of Sand + Cylinder after pouring kg 2.125 2.010
Mass of sand in cone + Hole kg 3.495 3.615
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.33 2.45
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1999.14 1900.29
Dry density of soil kg/m3 1668.13 1646.83
Max.dry density kg/m3 1707 1707
Compaction % 97.72 96.48
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
4-May-19
3-May-19
Red Soil
15+900 - 16+140

3 4
16+050 16+110
Sub-grade

HR-04 PI-02
105.45 92.96
92.55 80.77
12.90 12.19
21.25 19.85
71.30 60.92
18.09 20.01

3.387 3.389
5.607 5.610
2.025 2.110
3.582 3.500
1.1603 1.1603
2.42 2.34
1376 1376
0.002 0.002
1924.48 1993.10
1629.64 1660.78
1707 1707
95.47 97.29
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 15+930 15+970
Layer Sub-grade
Moisture content determination
Can No. BT-02 DR-01
Weight of wet soil+can g 86.45 95.85
Weight of dry soil+can g 75.45 83.95
Weight of moisture g 11.00 11.90
Weight of can g 16.35 19.24
Weight of dry soil g 59.10 64.71
Moisture Content % 18.61 18.39

Mass of wet soil from hole. kg 3.387 3.395

Mass.of Sand + Cylinder before pouring kg 5.607 5.620
Mass of Sand + Cylinder after pouring kg 2.035 2.058
Mass of sand in cone + Hole kg 3.572 3.562
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.41 2.40
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1932.46 1945.09
Dry density of soil kg/m3 1629.22 1642.95
Max.dry density kg/m3 1707 1707
Compaction % 95.44 96.25
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
4-May-19
3-May-19
Red Soil
15+900 - 16+140

3 4
16+050 16+110
Sub-grade

SR-01 EB-07
78.59 103.65
68.45 89.85
10.14 13.80
21.25 19.88
47.20 69.97
21.48 19.72

3.392 3.389
5.617 5.603
2.098 2.107
3.519 3.496
1.1603 1.1603
2.36 2.34
1376 1376
0.002 0.002
1978.80 1996.52
1628.87 1667.62
1707 1707
95.42 97.69
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 15+930 15+970
Layer Sub-grade
Moisture content determination
Can No. CB-07 JR-01
Weight of wet soil+can g 97.80 88.25
Weight of dry soil+can g 83.45 76.95
Weight of moisture g 14.35 11.30
Weight of can g 16.35 15.35
Weight of dry soil g 67.10 61.60
Moisture Content % 21.39 18.34

Mass of wet soil from hole. kg 3.387 3.390

Mass.of Sand + Cylinder before pouring kg 5.615 5.607
Mass of Sand + Cylinder after pouring kg 2.120 2.017
Mass of sand in cone + Hole kg 3.495 3.590
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.33 2.43
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1996.19 1919.84
Dry density of soil kg/m3 1644.50 1622.25
Max.dry density kg/m3 1707 1707
Compaction % 96.34 95.04
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
4-May-19
3-May-19
Red Soil
15+900 - 16+140

3 4
16+050 16+110
Sub-grade

X-02 CB-07
105.55 85.95
89.55 75.45
16.00 10.50
18.32 15.35
71.23 60.10
22.46 17.47

3.395 3.392
5.620 5.617
2.115 2.050
3.505 3.567
1.1603 1.1603
2.34 2.41
1376 1376
0.002 0.002
1992.37 1939.33
1626.93 1650.91
1707 1707
95.31 96.71
95 95

20.27 %
 Mr. San Aye
Project Engineer
 Field Density Test (Sand Replacement Method)
ASSHTO T-191

Name of Project: Taungoo - Leik Tho - Yardo Road Lab. Ref. No.:
Client: Ministry of Construction Proc. Ref. No.:
Department of Highway Reporting Date:
Contractor: Myanmar Shwe Tharaphu Co., Ltd. Testing Date:
(Joint Venture) Yaung Ni Oo Co., Ltd. Material Description:
Site Location:

Test No. 1 2
Test Location: Mile / meter 15+930 15+970
Layer Sub-grade
Moisture content determination
Can No. YR-04 W-01
Weight of wet soil+can g 76.35 96.85
Weight of dry soil+can g 67.55 84.45
Weight of moisture g 8.80 12.40
Weight of can g 18.78 21.25
Weight of dry soil g 48.77 63.20
Moisture Content % 18.04 19.62

Mass of wet soil from hole. kg 3.397 3.385

Mass.of Sand + Cylinder before pouring kg 5.625 5.610
Mass of Sand + Cylinder after pouring kg 2.025 2.065
Mass of sand in cone + Hole kg 3.600 3.545
Mass of sand in cone of pouring cylinder kg 1.1603 1.1603
Mass of sand in hole kg 2.44 2.38
Bulk density of sand kg/m3 1376 1376
Volume of hole. m3 0.002 0.002
Bulk density kg/m3 1915.92 1953.18
Dry density of soil kg/m3 1623.06 1632.82
Max.dry density kg/m3 1707 1707
Compaction % 95.08 95.65
Specifications (Sub-grade Layer) % 95 95

Remarks: □ □
Passed Failed
MDD 1707 kg/m3 OMC
 Mr. Thet Htwe Cho Mr. Wilson M. Tablit Mr. San Aye
Lab. Tech. (Geologist) Sr. Lab. Tech. (QA/QC) Project Engine
Method)

ST-39
MY - P17 - DOH - 02
4-May-19
3-May-19
Red Soil
15+900 - 16+140

3 4
16+050 16+110
Sub-grade

SR-01 PI-02
108.25 78.85
95.45 67.90
12.80 10.95
21.25 19.85
74.20 48.05
17.25 22.79

3.390 3.387
5.605 5.620
2.035 2.150
3.570 3.470
1.1603 1.1603
2.41 2.31
1376 1376
0.002 0.002
1935.78 2017.80
1650.97 1643.31
1707 1707
96.72 96.27
95 95

20.27 %
 Mr. San Aye
Project Engineer