]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 354.12 361.28 362.69
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 111.12 118.28 119.69
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 7,898.00 7,710.00 7,703.00
20. Mass of Jar + Sand ( after pouring), g 3,039.00 3,151.00 3,034.00
21. Sand to Fill Hole, g (19)-(20)-(10) 2,168.00 1,868.00 1,978.00
22. Volume of hole, cm3 (21)/(7) 1,323.76 1,140.58 1,207.75
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO/C.J.M. GALLARDO

Materials-In-Charge Engineer II
DPWH-NCR
ST. GERRARD CONSTRUCTION GENERAL CONTRACTOR
AND DEVELOPMENT CORPORATION
]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 355.43 358.86 362.59
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 112.43 115.86 119.59
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 8,014.00 7,979.00 7,703.00
20. Mass of Jar + Sand ( after pouring), g 3,005.00 3,095.00 3,044.00
21. Sand to Fill Hole, g (19)-(20)-(10) 2,318.00 2,193.00 1,968.00
22. Volume of hole, cm3 (21)/(7) 1,415.35 1,339.02 1,201.64
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO

Materials-In-Charge Engineer II
R.U. Aquino Construction & Development Corp./ DPWH-NCR
Le Bron Construction (JV)
]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 362.83 354.12 356.39
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 119.83 111.12 113.39
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 7,961.00 7,880.00 7,854.00
20. Mass of Jar + Sand ( after pouring), g 3,151.00 3,089.00 3,131.00
21. Sand to Fill Hole, g (19)-(20)-(10) 2,119.00 2,100.00 2,032.00
22. Volume of hole, cm3 (21)/(7) 1,293.84 1,282.24 1,240.72
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO

Materials-In-Charge Engineer II
R.U. Aquino Construction & Development Corp./ DPWH-NCR
Le Bron Construction (JV)
]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 356.04 357.42 361.50
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 113.04 114.42 118.50
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 8,094.00 7,796.00 7,722.00
20. Mass of Jar + Sand ( after pouring), g 3,033.00 3,023.00 3,045.00
21. Sand to Fill Hole, g (19)-(20)-(10) 2,370.00 2,082.00 1,986.00
22. Volume of hole, cm3 (21)/(7) 1,447.10 1,271.25 1,212.63
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO

Materials-In-Charge Engineer II
R.U. Aquino Construction & Development Corp./ DPWH-NCR
Le Bron Construction (JV)
]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 358.72 361.21 354.53
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 115.72 118.21 111.53
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 8,099.00 7,862.00 7,811.00
20. Mass of Jar + Sand ( after pouring), g 3,056.00 3,000.00 3,003.00
21. Sand to Fill Hole, g (19)-(20)-(10) 2,352.00 2,171.00 2,117.00
22. Volume of hole, cm3 (21)/(7) 1,436.11 1,325.59 1,292.62
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO

Materials-In-Charge Engineer II
R.U. Aquino Construction & Development Corp./ DPWH-NCR
Le Bron Construction (JV)
]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 360.98 353.87 355.01
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 117.98 110.87 112.01
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 7,807.00 7,711.00 7,708.00
20. Mass of Jar + Sand ( after pouring), g 3,181.00 3,156.00 3,175.00
21. Sand to Fill Hole, g (19)-(20)-(10) 1,935.00 1,864.00 1,842.00
22. Volume of hole, cm3 (21)/(7) 1,181.49 1,138.14 1,124.71
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO

Materials-In-Charge Engineer II
R.U. Aquino Construction & Development Corp./ DPWH-NCR
Le Bron Construction (JV)
]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 357.98 355.68 359.52
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 114.98 112.68 116.52
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 7,960.00 7,752.00 7,722.00
20. Mass of Jar + Sand ( after pouring), g 3,059.00 3,179.00 3,037.00
21. Sand to Fill Hole, g (19)-(20)-(10) 2,210.00 1,882.00 1,994.00
22. Volume of hole, cm3 (21)/(7) 1,349.40 1,149.13 1,217.51
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO

Materials-In-Charge Engineer II
R.U. Aquino Construction & Development Corp./ DPWH-NCR
Le Bron Construction (JV)
]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 362.27 361.51 362.57
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 119.27 118.51 119.57
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 7,880.00 7,865.00 7,837.00
20. Mass of Jar + Sand ( after pouring), g 3,036.00 3,134.00 3,145.00
21. Sand to Fill Hole, g (19)-(20)-(10) 2,153.00 2,040.00 2,001.00
22. Volume of hole, cm3 (21)/(7) 1,314.60 1,245.60 1,221.79
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO

Materials-In-Charge Engineer II
R.U. Aquino Construction & Development Corp./ DPWH-NCR
Le Bron Construction (JV)
]

FIELD DENSITY TEST

Project : Proposed Construction of the Court of Tax Appeals (CTA) Building III-6 Storey Building with 1 Level
Basement and Roof Deck, Quezon City
Kind of Material : Selected Borrow
Test Hole Set : #VALUE!
Representing : #VALUE! 200 mm #VALUE! #VALUE!
(Layer No.) (Depth) (Location) (Date)
Tested by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Computed by : JOHN MARFORI SGCGCDC #VALUE!
(Name and Designation) (Office) (Date)
Lab No. : #VALUE!

UNIT WEIGHT OF AIR -DRY SAND Hole 1 Hole 2 Hole 3

1. Container, g 5,942.00 5,942.00 5,942.00
2. Container full of water, g 4,512.00 4,512.00 4,512.00
3. Water, g (1) -(2) 1,430.00 1,430.00 1,430.00
4. Container, cm3 (3)/1 1,430.00 1,430.00 1,430.00
5. Container filled with dry sand,g 8,284.00 8,284.00 8,284.00
6. Air-dry sand, g (5) -(1) 2,342.00 2,342.00 2,342.00
7. Unit weight of Air -dry Sand, g/cm3 (6)/(4) 1.64 1.64 1.64

MASS OF SAND TO FIL FUNNEL

8. Mass of Jar + Sand , g (before) 8,412.00 8,412.00 8,412.00
9. Mass of Jar + Sand , g (after) 5,721.00 5,721.00 5,721.00
10. Sand in the funnel,g (8)- (9) 2,691.00 2,691.00 2,691.00

MOISTURE CONTENT
11. Container, g 243 243 243
12. Container + Wet Soil, g #VALUE! #VALUE! #VALUE!
13. Container + Dry Soil, g 355.67 357.53 357.27
14. Moisture, g (12) - (13) #VALUE! #VALUE! #VALUE!
15. Dry Soil, g (13) - (11) 112.67 114.53 114.27
16. Actual Moisture Content, % {(14)/(15)} * 100 #VALUE! #VALUE! #VALUE!
17. Average Moisture Content, % #VALUE! #VALUE! #VALUE!

FIELD DENSITY
18. Total Material Taken From Hole, g #VALUE! #VALUE! #VALUE!
19. Mass of Jar + Sand ( before pouring), g 7,982.00 7,874.00 7,737.00
20. Mass of Jar + Sand ( after pouring), g 3,181.00 3,042.00 3,046.00
21. Sand to Fill Hole, g (19)-(20)-(10) 2,110.00 2,141.00 2,000.00
22. Volume of hole, cm3 (21)/(7) 1,288.34 1,307.27 1,221.18
23. Wet Unit Weight , g/cm3 (18/22) #VALUE! #VALUE! #VALUE!
24. Dry Unit Weight , g/cm3 (23)/{1+(17)/100} #VALUE! #VALUE! #VALUE!
25. Laboratory Compaction Test Data :
Lab No. #VALUE!
a. Maximum Dry Density, g/cm3 #VALUE! #VALUE! #VALUE!
b. Optimum Moisture Content, % #VALUE! #VALUE! #VALUE!
26. Degree of Compaction %, #VALUE! #VALUE! #VALUE!

REMARKS/RECOMMENDATIONS :
Satisfactory
CERTIFIED CORRECT: NOTED:

JOHN MARFORI M.M.C.S.ALVARADO/J.L.B.PUEYO

Materials-In-Charge Engineer II
R.U. Aquino Construction & Development Corp./ DPWH-NCR
Le Bron Construction (JV)