2,318Symbol

Variasi : 20% Steel Slag + 20% Fly Ash + 5% Serbuk Botol Kaca Pengujian : Berat Jenis

Pemeraman :

-Sample :

-no item Sieve no. 4 Sieve no. 10 1 Temperature

2

Berat piknometer +

contoh W

2

(gram) 281 277,5

3 Berat piknometer W

1

(gram) 132,73 127,57

4 Berat tanah W

t

= W

2

– W

1

(gram) 148,27 149,93

5

^o

C

6 k

7

Berat piknometer + air

+ tanah pada

temperatur

W

3

(gram) 493 487,5

8

Berat piknometer + air

pada 29

^o

C W

4

(gram) 405,000 400,000

9 (gram) 553,270 549,930

10 Isi tanah W

5

– W

3

(cm

³

) 60,270 62,430

11 Berat jenis (G

s

) (gram/cm

³

) 2,460 2,402

Rata – rata (gram/cm

³

)

Abdul Basit Alamsyah Muhamad Habib Anwar Fatwari

NIM. 3336180049 NIM. 3336180047

Faktor koreksi 0,9977

Mngetahui,

Asisten Laboratorium Mahasiswa

Temperatur 29

^o

Symbol

W

5

= W

t

+ W

4

2,431

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 20% Steel Slag + 20% Fly Ash + 10% Serbuk Botol Kaca Pengujian : Berat Jenis

Pemeraman :

-Sample :

-LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

no item Sieve no. 4 Sieve no. 10 1 Temperature

2

Berat piknometer +

contoh W

2

(gram) 284,1 274,6

3 Berat piknometer W

1

(gram) 133,3 129,7

4 Berat tanah W

t

= W

2

– W

1

(gram) 146,7 142,5

5

^o

C

6 k

7

Berat piknometer + air + tanah pada temperatur

W

3

(gram) 489,2 487,6

8

Berat piknometer + air

pada 29

^o

C W

4

(gram) 403,000 401,000

9 (gram) 549,700 543,500

10 Isi tanah W

5

– W

3

(cm

³

) 60,500 55,900

11 Berat jenis (G

s

) (gram/cm

³

) 2,425 2,549

Rata – rata (gram/cm

³

)

Asisten Laboratorium Mahasiswa

2,487

Mngetahui, Symbol

Temperatur 29

^o

Faktor koreksi 0,9977

W

5

= W

t

+ W

4

Pengujian : Berat Jenis

Pemeraman :

-Sample :

-Variasi Berat Jenis Variasi A 2,036

Variasi B 2,281

Variasi C 2,318 Variasi D 2,431 Variasi E 2,487

NIM. 3336180049 NIM. 3336180047

Asisten Laboratorium Mahasiswa

Abdul Basit Alamsyah Muhamad Habib Anwar Fatwari

Mngetahui,

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Pengujian : Berat Jenis

Pemeraman :

-Sample :

-LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Variasi A Variasi B Variasi C Variasi D Variasi E

0 hari 1,62 10,29 10,56 16,24 9,74

3 hari 2,71 22,19 23,28 29,77 23,82

7 hari 2,87 33,29 35,19 30,86 22,47

Mngetahui,

Asisten Laboratorium Mahasiswa

Nilai CBR Tiap Tumbukan (%) Pemeraman

0,00 5,00 10,00 15,00 20,00 25,00 30,00 35,00 40,00

0,00 5,00 10,00 15,00

CBR (%)

Variasi Persentase Serbuk Kaca 5%, 10% dan 15%

CBR Tiap Variasi vs Pemeraman

pemeraman o hari pemeraman 3 hari pemeraman 7 hari

no item Sieve no. 4 Sieve no. 10 1 Temperature

2

Berat piknometer +

contoh W

2

(gram) 290 281

3 Berat piknometer W

1

(gram) 133,3 129,7

4 Berat tanah W

t

= W

2

– W

1

(gram) 156,7 151,3

5

^o

C

6 k

7

Berat piknometer + air + tanah pada temperatur

W

3

(gram) 489,2 487,6

8

Berat piknometer + air

pada 29

^o

C W

4

(gram) 403,000 401,000

9 (gram) 559,700 552,300

10 Isi tanah W

5

– W

3

(cm

³

) 70,500 64,700

11 Berat jenis (G

s

) (gram/cm

³

) 2,223 2,338

Rata – rata (gram/cm

³

)

Symbol

Temperatur 29

^o

Faktor koreksi 0,9977

W

5

= W

t

+ W

4

2,281

NIM. 3336180049 NIM. 3336180047

Mngetahui,

Asisten Laboratorium Mahasiswa

Abdul Basit Alamsyah Muhamad Habib Anwar Fatwari

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 20% Steel Slag + 20% Fly Ash + 0% Serbuk Botol Kaca Pengujian : Berat Jenis

Pemeraman :

-Sample :

-LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

No 1 2 3 4 5

1 500 600 700 800 900

2 933 933 933 933 933

3 5589 5693 5780 5715 5683

4 4475 4475 4475 4475 4475

5 1114 1218 1305 1240 1208

6 1,19 1,31 1,40 1,33 1,30

7 0,97 1,04 1,08 1,01 0,97

8 1,39 1,34 1,27 1,23 1,21

AB AB AB AB AB

10 259,0 271,0 267,0 269,0 254,5

11 237,0 244,6 238,6 237,8 226,0

12 141,0 141,0 142,0 141,0 140,5

13 118,0 130,0 125,0 128,0 114,0

14 96,0 103,6 96,6 96,8 85,5

15 22,0 26,4 28,4 31,2 28,5

16 22,92 25,48 29,40 32,23 33,33

17

95% g Dry Max (gram/cm3) 1,026

g dry max (kN/m3) 10,58

28,67

Method of Test Standard Proctor Test

W opt (%) 29,20

g Dry Max (gram/cm3) 1,080

W4 = W2-W1 W5 = W3-W1 Symbol

ml V mold

W2 W mold W3=W2-W mold ρ=(W2-W mold)/Vmold ρdn=(ρ x 100)/(100+ωn) (G_s.g_w)/1+(Gs.wn)

W2 W1 Mass of Dry Soil + Container

Mass of Container Sampel Air yang diberikan Volume Mold Mass of Soil + Mold Mass of Mold

ZAV 100% (gram/cm3) Mass of Wet Soil + Container Water Content Examination

W3 Mass of Wet Soil

Density (gram/cm3)

W6 = W4-W5 ω = (W6/W5) x 100%

Average Water Content (%) Mass of Wet Soil Mass of Dry Soil Weight Water Water Content (%) Dry Density (gram/cm3)

Pengujian : Pemadatan

Pemeraman :

-0,70 0,80 0,90 1,00 1,10 1,20 1,30 1,40 1,50

20,00 22,00 24,00 26,00 28,00 30,00 32,00 34,00

berat isi kering

Kadar Air (%)

Berat Isi Kering VS Kadar Air

No 1 2 3 4 5

1 500 600 700 800 900

2 932,74 932,74 932,74 932,74 932,74

3 5847 5933 5989 5963 5913

4 4475 4475 4475 4475 4475

5 1372 1458 1514 1488 1438

6 1,470935 1,563137 1,623175 1,5953 1,5416944

7 1,207484 1,272188 1,299887 1,262145 1,1965712

8 1,586337 1,560304 1,513075 1,478939 1,4272911

AB AB AB AB AB

10 274 277 261,5 265,5 282,5

11 250 251,5 237,5 239,5 250,6

12 140 140 141 141 140

13 134 137 120,5 124,5 142,5

14 110 111,5 96,5 98,5 110,6

15 24 25,5 24 26 31,9

16 21,81818 22,86996 24,87047 26,39594 28,842676

17

gs 2,426

Abdul Basit Alamsyah Muhamad Habib Anwar Fatwari

Method of Test W opt (%) g Dry Max (gram/cm3) 95% g Dry Max (gram/cm3)

NIM. 3336180049 NIM. 3336180047

Mngetahui,

Asisten Laboratorium Mahasiswa

24,95944374

Weight Water W6 = W4-W5

Water Content (%) ω = (W6/W5) x 100%

Average Water Content (%) Mass of Mold

Mass of Dry Soil + Container W3

Mass of Container W1

Mass of Wet Soil

Mass of Dry Soil W5 = W3-W1

Dry Density (gram/cm3) ρdn=(ρ x 100)/(100+ωn) ZAV 100% (gram/cm3) (G_s.g_w)/1+(Gs.wn) Water Content Examination

Mass of Wet Soil + Container W2

Mass of Wet Soil W3=W2-W mold

Density (gram/cm3) ρ=(W2-W mold)/Vmold Sampel

Air yang diberikan ml

W mold Symbol

W4 = W2-W1

Volume Mold V mold

Mass of Soil + Mold W2

g dry max (kN/m3) 12,74

1,235 1,300 24,80 Standard Proctor Test

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 5 % serbuk botol kaca Pengujian : Pemadatan

Pemeraman :

-Sample :

1,1 1,2 1,3 1,4 1,5 1,6 1,7

20 21 22 23 24 25 26 27 28 29 30

berat isi kering (grm/cm3)

Kadar Air (%)

Berat Isi Kering VS Kadar Air

No 1 2 3 4 5

1 500 600 700 800 900

2 932,74 932,74 932,74 932,74 932,74

3 5847 5940 5983 5967 5906

4 4475 4475 4475 4475 4475

5 1372 1465 1508 1492 1431

6 1,470935 1,570641 1,616742 1,599588 1,5341896

7 1,212679 1,270792 1,299066 1,250472 1,1849897

8 1,625871 1,567283 1,546472 1,467826 1,4351778

AB AB AB AB AB

10 272 273 282,5 266 274,5

11 249 247,8 254,5 238,5 244

12 141 141 140 140 140,5

13 131 132 142,5 126 134

14 108 106,8 114,5 98,5 103,5

15 23 25,2 28 27,5 30,5

16 21,2963 23,59551 24,45415 27,91878 29,468599

17

gs 2,431

W opt (%) 24,60

g Dry Max (gram/cm3) 1,300

95% g Dry Max (gram/cm3) 1,235

g dry max (kN/m3) 12,74

Weight Water W6 = W4-W5

Water Content (%) ω = (W6/W5) x 100%

Average Water Content (%) 25,34666623

Method of Test Standard Proctor Test Mass of Wet Soil + Container W2

Mass of Dry Soil + Container W3

Mass of Container W1

Mass of Wet Soil W4 = W2-W1

Mass of Dry Soil W5 = W3-W1

Mass of Wet Soil W3=W2-W mold

Density (gram/cm3) ρ=(W2-W mold)/Vmold Dry Density (gram/cm3) ρdn=(ρ x 100)/(100+ωn) ZAV 100% (gram/cm3) (G_s.g_w)/1+(Gs.wn) Water Content Examination

Sampel Symbol

Air yang diberikan ml

Volume Mold V mold

Mass of Soil + Mold W2

Mass of Mold W mold

Pengujian : Pemadatan

Pemeraman :

-Sample :

-1,1 1,2 1,3 1,4 1,5 1,6 1,7

20 21 22 23 24 25 26 27 28 29 30

be ra t i si k er in g (g rm /c m

3

)

Kadar Air (%)

Berat Isi Kering VS Kadar Air

No 1 2 3 4 5

1 500 600 700 800 900

2 932,74 932,74 932,74 932,74 932,74

3 5835 5932 6012 5975 5893

4 4475 4475 4475 4475 4475

5 1360 1457 1537 1500 1418

6 1,45807 1,562064 1,647833 1,608165 1,5202522

7 1,196073 1,277016 1,311653 1,259627 1,1742246

8 1,609944 1,599217 1,518847 1,473208 1,4351778

AB AB AB AB AB

10 269 278 289,5 271,5 274,5

11 246 253 259 243 244

12 141 141 140 140 140,5

13 128 137 149,5 131,5 134

14 105 112 119 103 103,5

15 23 25 30,5 28,5 30,5

16 21,90476 22,32143 25,63025 27,6699 29,468599

17

gs 2,4

g dry max (kN/m3) 12,64

Mngetahui,

NIM. 3336180049 NIM. 3336180047

Asisten Laboratorium Mahasiswa

Abdul Basit Alamsyah Muhamad Habib Anwar Fatwari

25,3989889

Method of Test Standard Proctor Test

W opt (%) 24,80

g Dry Max (gram/cm3) 1,290

95% g Dry Max (gram/cm3) 1,226

Mass of Wet Soil W4 = W2-W1

Mass of Dry Soil W5 = W3-W1

Weight Water W6 = W4-W5

Water Content (%) ω = (W6/W5) x 100%

Average Water Content (%)

ZAV 100% (gram/cm3) (G_s.g_w)/1+(Gs.wn) Water Content Examination

Mass of Wet Soil + Container W2 Mass of Dry Soil + Container W3

Mass of Container W1

Mass of Soil + Mold W2

Mass of Mold W mold

Mass of Wet Soil W3=W2-W mold

Density (gram/cm3) ρ=(W2-W mold)/Vmold Dry Density (gram/cm3) ρdn=(ρ x 100)/(100+ωn)

Sampel Symbol

Air yang diberikan ml

Volume Mold V mold

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 15 % serbuk botol kaca Pengujian : Pemadatan

Pemeraman :

-Sample :

-1,1 1,2 1,3 1,4 1,5 1,6 1,7

20 21 22 23 24 25 26 27 28 29 30

be ra t i si k er in g (g rm /c m

3

)

Kadar Air (%)

Berat Isi Kering VS Kadar Air

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 2,00 32,48

30,00 0,025 4,00 64,96

60,00 0,050 6,00 97,44

90,00 0,075 8,00 129,92

120,00 0,100 10,00 162,40

180,00 0,150 11,00 178,64

240,00 0,200 13,00 211,12

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in % 122,5

I 0,10 162,40 5,41

0,20 211,12 4,69

Averages :

Mass of Wet Soil + Container 227

Mass of Dry Soil + Container 209 7847

Mass of Container 142 4072

Mass of Wet Soil 85 3775

Mass of Dry Soil 67 2125

Weight Water 18 1,776470588

Water Content (%) 26,86567164 1,400276817

W2 DIAL READING

PRESSURE (lb/sqin) Elapsed

Time

densitas cetakan kadar air

ω = (W6/W5) x 100% densitas kering

W6 = W4-W5 densitas basah

volume mold massa benda uji basah massa cetakan W3

W1 W4 = W2-W1 W5 = W3-W1

massa benda uji + cetakan

Mengetahui, Pengujian : CBR Laboratoium

Pemeraman : 0 hari

Sample : 10 Tumbukan

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 5,00 81,20

30,00 0,025 9,00 146,16

60,00 0,050 12,00 194,88

90,00 0,075 15,00 243,60

120,00 0,100 17,00 276,08

180,00 0,150 19,00 308,56

240,00 0,200 21,00 341,04

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 276,08 9,20

0,20 341,04 7,58

Averages :

Mass of Wet Soil + Container 253,5

Mass of Dry Soil + Container 231,7 8016

Mass of Container 142 4072

Mass of Wet Soil 111,5 3944

Mass of Dry Soil 89,7 2125

Weight Water 21,8 1,856

Water Content (%) 24,303233 1,49312287

Mengetahui, W2

W3

W1 massa cetakan

massa benda uji + cetakan

massa benda uji basah volume mold W6 = W4-W5

ω = (W6/W5) x 100%

NIM. 33361800 Abdul Basit Alamsyah

Asisten Laboratorium Mahasiswa

Muhamad Habib Anwar Fatwari kadar air

densitas cetakan

densitas basah densitas kering Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

W4 = W2-W1 W5 = W3-W1

NIM. 3336180047

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 5 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratorium

Pemeraman : 0 hari

Sample : 30 Tumbukan

0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 4,00 64,96

30,00 0,025 7,00 113,68

60,00 0,050 11,00 178,64

90,00 0,075 15,00 243,60

120,00 0,100 19,50 316,68

180,00 0,150 21,00 341,04

240,00 0,200 24,00 389,76

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 316,68 10,56

0,20 389,76 8,66

Averages :

Mass of Wet Soil + Container 269

Mass of Dry Soil + Container 244,7 8100

Mass of Container 144 4072

Mass of Wet Soil 125 4028

Mass of Dry Soil 100,7 2125

Weight Water 24,3 1,895529412

Water Content (%) 24,13108242 1,527038494

densitas cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

W6 = W4-W5 densitas basah

Mengetahui,

massa benda uji + cetakan Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

ω = (W6/W5) x 100% densitas kering

W1 massa cetakan

W3 kadar air

W2 Pengujian : CBR Laboratorium Pemeraman : 0 hari

Sample : 65 Tumbukan

0 50 100 150 200 250 300 350 400 450

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 6,50 105,56

30,00 0,025 9,00 146,16

60,00 0,050 14,00 227,36

90,00 0,075 17,00 276,08

120,00 0,100 19,00 308,56

180,00 0,150 23,50 381,64

240,00 0,200 27,00 438,48

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in % 122,5

I 0,10 308,56 10,29

0,20 438,48 9,74

Averages :

Mass of Wet Soil + Container 274,5

Mass of Dry Soil + Container 248 7773

Mass of Container 142 4072

Mass of Wet Soil 132,5 3701

Mass of Dry Soil 106 2125

Weight Water 26,5 1,741647059

Water Content (%) 25 1,393317647

Mahasiswa densitas basah

Muhamad Habib Anwar Fatwari NIM. 3336180047 kadar air

W2 densitas cetakan

massa cetakan W4 = W2-W1

W6 = W4-W5

ω = (W6/W5) x 100% densitas kering

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

NIM. 33361800

W1

massa benda uji basah

W5 = W3-W1 volume mold

Abdul Basit Alamsyah

Mengetahui, Asisten Laboratorium

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 5 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratoium

Pemeraman : 3 hari

Sample : 10 Tumbukan

0 60 120 180 240 300 360 420 480

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 15,00 243,60

30,00 0,025 20,00 324,80

60,00 0,050 27,00 438,48

90,00 0,075 34,00 552,16

120,00 0,100 40,00 649,60

180,00 0,150 49,00 795,76

240,00 0,200 53,00 860,72

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 649,60 21,65

0,20 860,72 19,13

Averages :

Mass of Wet Soil + Container 272,5

Mass of Dry Soil + Container 247 8069

Mass of Container 144 4072

Mass of Wet Soil 128,5 3997

Mass of Dry Soil 103 2125

Weight Water 25,5 1,880941176

Water Content (%) 24,75728155 1,507680476

kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed Time

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

DIAL READING

PRESSURE (lb/sqin)

Mengetahui, ω = (W6/W5) x 100%

W6 = W4-W5 densitas basah

densitas kering Pengujian : CBR Laboratorium

Pemeraman : 3 hari

Sample : 30 Tumbukan

0 80 160 240 320 400 480 560 640 720 800 880 960

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 8,00 129,92

30,00 0,025 15,00 243,60

60,00 0,050 27,00 438,48

90,00 0,075 36,00 584,64

120,00 0,100 43,00 698,32

180,00 0,150 52,00 844,48

240,00 0,200 60,00 974,40

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 698,32 23,28

0,20 974,40 21,65

Averages :

Mass of Wet Soil + Container 266,5

Mass of Dry Soil + Container 242 8100

Mass of Container 142 4072

Mass of Wet Soil 124,5 4028

Mass of Dry Soil 100 2125

Weight Water 24,5 1,895529412

Water Content (%) 24,5 1,522513584

W6 = W4-W5 densitas basah

Mahasiswa

W1 massa cetakan

ω = (W6/W5) x 100% densitas kering

Mengetahui,

Abdul Basit Alamsyah NIM. 33361800

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

kadar air

Muhamad Habib Anwar Fatwari NIM. 3336180047 Asisten Laboratorium

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 5 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratorium

Pemeraman : 3 hari

Sample : 65 Tumbukan

0 80 160 240 320 400 480 560 640 720 800 880 960 1040

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 11,00 178,64

30,00 0,025 21,00 341,04

60,00 0,050 30,00 487,20

90,00 0,075 35,00 568,40

120,00 0,100 38,00 617,12

180,00 0,150 42,00 682,08

240,00 0,200 47,00 763,28

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in % 122,5

I 0,10 617,12 20,57

0,20 763,28 16,96

Averages :

Mass of Wet Soil + Container 292

Mass of Dry Soil + Container 262 7764

Mass of Container 142 4072

Mass of Wet Soil 150 3692

Mass of Dry Soil 120 2125

Weight Water 30 1,737411765

Water Content (%) 25 1,389929412

Mengetahui,

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

W3 massa benda uji + cetakan

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

Elapsed

Time DIAL READING

kadar air

W2 densitas cetakan

PRESSURE (lb/sqin)

W5 = W3-W1 volume mold

Variasi : 5 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratoium

Pemeraman : 7 hari

Sample : 10 Tumbukan

0 80 160 240 320 400 480 560 640 720 800 880

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 21,00 341,04

30,00 0,025 36,00 584,64

60,00 0,050 43,00 698,32

90,00 0,075 54,00 876,96

120,00 0,100 62,00 1006,88

180,00 0,150 79,00 1282,96

240,00 0,200 86,00 1396,64

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 1006,88 33,56

0,20 1396,64 31,04

Averages :

Mass of Wet Soil + Container 294

Mass of Dry Soil + Container 264 8122

Mass of Container 142 4072

Mass of Wet Soil 152 4050

Mass of Dry Soil 122 2125

Weight Water 30 1,905882353

Water Content (%) 24,59016393 1,529721362

Mahasiswa

Muhamad Habib Anwar Fatwari NIM. 3336180047

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

Abdul Basit Alamsyah NIM. 33361800 Asisten Laboratorium

kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 5 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratorium

Pemeraman : 7 hari

Sample : 30 Tumbukan

0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 17,00 276,08

30,00 0,025 32,00 519,68

60,00 0,050 47,00 763,28

90,00 0,075 56,00 909,44

120,00 0,100 65,00 1055,60

180,00 0,150 78,00 1266,72

240,00 0,200 89,00 1445,36

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 1055,60 35,19

0,20 1445,36 32,12

Averages :

Mass of Wet Soil + Container 296,5

Mass of Dry Soil + Container 266 8280

Mass of Container 141 4072

Mass of Wet Soil 155,5 4208

Mass of Dry Soil 125 2125

Weight Water 30,5 1,980235294

Water Content (%) ω = (W6/W5) x 100% 24,4 densitas kering 1,591829015

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

W6 = W4-W5 densitas basah

kadar air

W2 densitas cetakan

Pengujian : CBR Laboratorium Pemeraman : 7 hari

Sample : 65 Tumbukan

0 150 300 450 600 750 900 1050 1200 1350 1500 1650

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 3,00 48,72

30,00 0,025 5,00 81,20

60,00 0,050 11,00 178,64

90,00 0,075 16,00 259,84

120,00 0,100 18,00 292,32

180,00 0,150 22,00 357,28

240,00 0,200 25,00 406,00

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in % 122,5

I 0,10 292,32 9,74

0,20 406,00 9,02

Averages :

Mass of Wet Soil + Container 288

Mass of Dry Soil + Container 259 7764,5

Mass of Container 141 4072

Mass of Wet Soil 147 3692,5

Mass of Dry Soil 118 2125

Weight Water 29 1,737647059

Water Content (%) 24,57627119 1,394845938

Abdul Basit Alamsyah NIM. 33361800

Asisten Laboratorium Mahasiswa

Muhamad Habib Anwar Fatwari NIM. 3336180047 kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 10 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratoium

Pemeraman : 0 hari

Sample : 10 Tumbukan

0 60 120 180 240 300 360 420 480

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 4,00 64,96

30,00 0,025 8,00 129,92

60,00 0,050 15,00 243,60

90,00 0,075 21,00 341,04

120,00 0,100 25,00 406,00

180,00 0,150 32,00 519,68

240,00 0,200 40,00 649,60

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 406,00 13,53

0,20 649,60 14,44

Averages :

Mass of Wet Soil + Container 273,5

Mass of Dry Soil + Container 248 8003

Mass of Container 144 4072

Mass of Wet Soil 129,5 3931

Mass of Dry Soil 104 2125

Weight Water 25,5 1,849882353

Water Content (%) 24,51923077 1,485619805

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin) Pengujian : CBR Laboratorium

Pemeraman : 0 hari

Sample : 30 Tumbukan

0 100 200 300 400 500 600 700

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 7,00 113,68

30,00 0,025 13,00 211,12

60,00 0,050 20,00 324,80

90,00 0,075 26,00 422,24

120,00 0,100 30,00 487,20

180,00 0,150 34,00 552,16

240,00 0,200 38,00 617,12

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 487,20 16,24

0,20 617,12 13,71

Averages :

Mass of Wet Soil + Container 276

Mass of Dry Soil + Container 249,6 8150

Mass of Container 144 4072

Mass of Wet Soil 132 4078

Mass of Dry Soil 105,6 2125

Weight Water 26,4 1,919058824

Water Content (%) 25 1,535247059

Abdul Basit Alamsyah NIM. 33361800

Asisten Laboratorium Mahasiswa

Muhamad Habib Anwar Fatwari NIM. 3336180047 kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 10 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratorium

Pemeraman : 0 hari

Sample : 65 Tumbukan

0 80 160 240 320 400 480 560 640 720

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 5,00 81,20

30,00 0,025 8,00 129,92

60,00 0,050 12,00 194,88

90,00 0,075 17,00 276,08

120,00 0,100 21,00 341,04

180,00 0,150 30,00 487,20

240,00 0,200 38,00 617,12

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in % 122,5

I 0,10 341,04 11,37

0,20 617,12 13,71

Averages :

Mass of Wet Soil + Container 271

Mass of Dry Soil + Container 244,5 7918

Mass of Container 140 4072

Mass of Wet Soil 131 3846

Mass of Dry Soil 104,5 2125

Weight Water 26,5 1,809882353

Water Content (%) 25,35885167 1,443761114

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

Variasi : 10 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratoium

Pemeraman : 3 hari

Sample : 10 Tumbukan

0 80 160 240 320 400 480 560 640 720

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 11,00 178,64

30,00 0,025 22,00 357,28

60,00 0,050 34,00 552,16

90,00 0,075 42,00 682,08

120,00 0,100 50,00 812,00

180,00 0,150 60,00 974,40

240,00 0,200 65,00 1055,60

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 812,00 27,07

0,20 1055,60 23,46

Averages :

Mass of Wet Soil + Container 276,5

Mass of Dry Soil + Container 250,3 8127

Mass of Container 144 4100

Mass of Wet Soil 132,5 4027

Mass of Dry Soil 106,3 2125

Weight Water 26,2 1,895058824

Water Content (%) 24,64722484 1,520337758

Abdul Basit Alamsyah NIM. 33361800

Asisten Laboratorium Mahasiswa

Muhamad Habib Anwar Fatwari NIM. 3336180047 kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 10 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratorium

Pemeraman : 3 hari

Sample : 30 Tumbukan

0 80 160 240 320 400 480 560 640 720 800 880 960 1040 1120

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 11,00 178,64

30,00 0,025 24,50 397,88

60,00 0,050 39,00 633,36

90,00 0,075 48,00 779,52

120,00 0,100 55,00 893,20

180,00 0,150 63,00 1023,12

240,00 0,200 68,00 1104,32

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 893,20 29,77

0,20 1104,32 24,54

Averages :

Mass of Wet Soil + Container 280,5

Mass of Dry Soil + Container 253,8 8231

Mass of Container 144 4100

Mass of Wet Soil 136,5 4131

Mass of Dry Soil 109,8 2125

Weight Water 26,7 1,944

Water Content (%) 24,31693989 1,563745055

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin) Pengujian : CBR Laboratorium

Pemeraman : 3 hari

Sample : 65 Tumbukan

0 80 160 240 320 400 480 560 640 720 800 880 960 1040 1120 1200

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 10,00 162,40

30,00 0,025 18,00 292,32

60,00 0,050 25,00 406,00

90,00 0,075 28,00 454,72

120,00 0,100 31,00 503,44

180,00 0,150 34,00 552,16

240,00 0,200 38,00 617,12

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in % 122,5

I 0,10 503,44 16,78

0,20 617,12 13,71

Averages :

Mass of Wet Soil + Container 279,5

Mass of Dry Soil + Container 251 8065

Mass of Container 141 4275

Mass of Wet Soil 138,5 3790

Mass of Dry Soil 110 2125

Weight Water 28,5 1,783529412

Water Content (%) 25,90909091 1,416521554

Abdul Basit Alamsyah NIM. 33361800

Asisten Laboratorium Mahasiswa

Muhamad Habib Anwar Fatwari NIM. 3336180047 kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 10 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratoium

Pemeraman : 7 hari

Sample : 10 Tumbukan

0 80 160 240 320 400 480 560 640 720

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 11,00 178,64

30,00 0,025 23,00 373,52

60,00 0,050 32,00 519,68

90,00 0,075 41,00 665,84

120,00 0,100 53,00 860,72

180,00 0,150 61,00 990,64

240,00 0,200 68,00 1104,32

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 860,72 28,69

0,20 1104,32 24,54

Averages :

Mass of Wet Soil + Container 273

Mass of Dry Soil + Container 247 8300

Mass of Container 142 4286

Mass of Wet Soil 131 4014

Mass of Dry Soil 105 2125

Weight Water 26 1,888941176

Water Content (%) 24,76190476 1,514036821

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin) Pengujian : CBR Laboratorium

Pemeraman : 7 hari

Sample : 30 Tumbukan

0 120 240 360 480 600 720 840 960 1080 1200

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 9,00 146,16

30,00 0,025 16,00 259,84

60,00 0,050 34,00 552,16

90,00 0,075 46,00 747,04

120,00 0,100 57,00 925,68

180,00 0,150 65,00 1055,60

240,00 0,200 74,00 1201,76

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 925,68 30,86

0,20 1201,76 26,71

Averages :

Mass of Wet Soil + Container 278

Mass of Dry Soil + Container 250,8 8324

Mass of Container 143 4275

Mass of Wet Soil 135 4049

Mass of Dry Soil 107,8 2125

Weight Water 27,2 1,905411765

Water Content (%) 25,23191095 1,52150658

Abdul Basit Alamsyah NIM. 33361800

Asisten Laboratorium Mahasiswa

Muhamad Habib Anwar Fatwari NIM. 3336180047 kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 10 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratorium

Pemeraman : 7 hari

Sample : 65 Tumbukan

0 150 300 450 600 750 900 1050 1200 1350

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 3,00 48,72

30,00 0,025 4,00 64,96

60,00 0,050 6,00 97,44

90,00 0,075 8,00 129,92

120,00 0,100 10,00 162,40

180,00 0,150 13,00 211,12

240,00 0,200 16,00 259,84

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in % 122,5

I 0,10 162,40 5,41

0,20 259,84 5,77

Averages :

Mass of Wet Soil + Container 269,5

Mass of Dry Soil + Container 244 7917

Mass of Container 141 4072

Mass of Wet Soil 128,5 3845

Mass of Dry Soil 103 2125

Weight Water 25,5 1,809411765

Water Content (%) 24,75728155 1,450345617

kadar air

W2 densitas cetakan

W3 massa benda uji + cetakan

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui, Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

Variasi : 15 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratoium

Pemeraman : 0 hari

Sample : 10 Tumbukan

0 40 80 120 160 200 240 280

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)

PROVING RING PENETRATION

Sec (inch) I I

0 0 0 0

15,00 0,0125 4,00 64,96

30,00 0,025 7,00 113,68

60,00 0,050 10,00 162,40

90,00 0,075 13,00 211,12

120,00 0,100 15,00 243,60

180,00 0,150 18,00 292,32

240,00 0,200 21,00 341,04

PROVING RING :

1 Calibration 16,240 lb/E-04 in

2 Calibration lb/E-04 in

CORRECTED CBR :

Curve Penetration Pressure CBR

No. in lbs/sq.in %

I 0,10 243,60 8,12

0,20 341,04 7,58

Averages :

Mass of Wet Soil + Container 284,5

Mass of Dry Soil + Container 257 8044

Mass of Container 144 4072

Mass of Wet Soil 140,5 3972

Mass of Dry Soil 113 2125

Weight Water 27,5 1,869176471

Water Content (%) 24,33628319 1,503323425

Abdul Basit Alamsyah NIM. 33361800

Muhamad Habib Anwar Fatwari NIM. 3336180047

W3 massa benda uji + cetakan

W1 massa cetakan

W4 = W2-W1 massa benda uji basah

W5 = W3-W1 volume mold

W6 = W4-W5 densitas basah

ω = (W6/W5) x 100% densitas kering

Mengetahui,

Asisten Laboratorium Mahasiswa

Elapsed

Time DIAL READING

PRESSURE (lb/sqin)

kadar air

W2 densitas cetakan

LABORATORIUM JURUSAN TEKNIK SIPIL

BAHAN & BETON – SURVEYING – INVESTIGASI TANAH – HIDROLIKA FAKULTAS TEKNIK UNIVERSITAS SULTAN AGENG TIRTAYASA

Jl. Jendral Sudirman KM.3 Cilegon Tlp.(0254)395502/081287301294

Nama Proyek : Penelitian Tugas Akhir Muhamad Habib Anwar Fatwari Lokasi Pengujian : Laboratorium Teknik Sipil Untirta

Variasi : 15 % Serbuk Botol Kaca + 20% Steel Slag + 20% Fly Ash Pengujian : CBR Laboratorium

Pemeraman : 0 hari

Sample : 30 Tumbukan

0 100 200 300 400

0 0,1 0,2 0,3

Beban (lb)

Penetrasi (in)