![Tabel Rancangan Lab Ac - BC [PDF]](https://pdfs.asia/img/200x200/tabel-rancangan-lab-ac-bc.jpg)
6 0 367 KB
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
SUMMARY DESIGN MIX FORMULA DMF AC - WC I. KOMPOSISI CAMPURAN AGGREGAT COLD BIN MATERIAL
PROPORSI ( % )
BUKAAN COLD BIN ( cm )
COARSE AGGREGATE
COLD BIN I
30.0 %
28.4 %
4.4 cm
MEDIUM AGGREGATE
COLD BIN II
10.0 %
9.5 %
7.2 cm
DUST STONE
COLD BIN III
50.0 %
47.4 %
5.4 cm
SAND
COLD BIN IV
10.0 %
9.5 %
4.4 cm
ASPHALT
5.2 % TOTAL
100.0 %
100.0 %
II. MARSHALL PROPERTIES MIX PROPERTIES
TEST RESULT
PENYERAPAN KADAR ASPAL
REQUIREMENT
PB 5.2
PB 5.7
PB 6.2
1.97
1.97
1.97
Max.
1.2
RONGGA DALAM CAMPURAN
%
9.5
8.8
5.9
3.5
RONGGA DALAM AGGREGAT
%
17.1
17.6
16.2
Min.
15
RONGGA TERISI ASPAL
%
73.4
73.6
77.8
Min.
65
STABILITAS MARSHALL
kg
1915
1811
1525
Min.
800
KELELEHAN
mm
2.7
4.0
4.9
Min.
3
MARSHALL QUOTIENT
kg/mm
731.8
476.7
330.7
Min.
250
STABILITAS MARSHALL SISA
%
-
-
-
Min.
80
RONGGA DALAM CAMPURAN (REFUSAL)
%
-
-
-
Min.
2.5
2.323
2.323
2.376
150
150
150
Max.
155º
BERAT ISI TEMPERATUR MIXING
ºc
-
5.5
III. GRADASI AGGREGATE GABUNGAN UKURAN SARINGAN TOTAL CAMP.
Inc.
1"
3 / 4"
1 / 2"
3 / 8"
#4
#8
# 16
# 30
# 50
#100
# 200
mm.
25.4
19
12.7
9.5
4.75
2.36
1.18
0.6
0.3
0.15
0.075
0%
100.0
100.0
100.0
80.2
66.6
49.7
36.6
24.5
15.4
9.2
5.2
MINIMUM
100.0
90
74
64
47
34.6
28.3
20.7
13.7
4
4
MAXIMUM
100.0
100
90
82
64
49.0
38
28
20
13
8
100.0
87.8
73.2
64.2
47.0
34.3
25.1
18.5
13.6
9.9
7.3
SPECT' GRAD. FULLER
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PEKERJAAN
:
LOKASI
: LABORATORIUM JALAN RAYA
KELAS/KELOMPOK
:
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
SIEVE ANALISYS SNI 03-1968-1980 Tanggal Pengujian
:
Material
:
Aggregat
Wt. Sample
:
611.4
Sieve
Indv. Wt. ret.
Size
( gr )
1" 3/4"
- 07 Agustus 2015 gr
COMULATIVE Wt. ret
Retained
Passing
( gr )
(%)
(%)
0
0
0.0
100.0
0
0
0.0
100.0
1/2"
0
0
0.0
100.0
3/8"
394.8
395
64.6
35.4
#4
183.2
578
94.5
5.5
#8
12.7
591
96.6
3.4
# 16
0.4
591
96.7
3.3
# 30
0.2
591
96.7
3.3
# 50
0.3
592
96.8
3.2
#100
7.4
599
98.0
2.0
8.6
608
99.4
0.6
# 200
TOTAL PASSING ( % )
23 Juli
SPEC"T
25
GRADING CHART 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 10.0 0.0
#200
#100
#50
#30
#16
SIEVE SIZE
#8
#4
3/8" 1/2" 3/4" 1"
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
: PRAKTIKUM CAMPURAN ASPAL
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
SIEVE ANALISYS SNI 03-1968-1980 Tanggal Pengujian
: 23 Juli - 07 Agustus 2015
Material
:
Wt. Sample
:
TOTAL PASSING ( % )
Sieve
Aggregat 3/8" 2421.2
gr
COMULATIVE
Indv. Wt. ret. Wt. ret
Retained
Passing
( gr )
(%)
(%)
Size
( gr )
1"
0
0
0.00
100.00
3/4"
0
0
0.00
100.00
1/2"
0
0
0.00
100.00
3/8"
114.30
114.30
4.72
95.28
#4
1104.70
1219.00
50.35
49.65
#8
1009.80
2228.80
92.05
7.95
# 16
104.30
2333.10
96.36
3.64
# 30
14.60
2347.70
96.96
3.04
# 50
4.80
2352.50
97.16
2.84
# 100
34.30
2386.80
98.58
1.42
# 200
26.40
2378.90
98.25
1.75
SPEC"T
11
GRADING CHART 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 10.0 0.0
#200
#100
#50
#30
#16
SIEVE SIZE
#8
#4
3/8" 1/2" 3/4" 1"
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
: PRAKTIKUM CAMPURAN ASPAL
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
SIEVE ANALISYS
TOTAL PASSING ( % )
SNI 03-1968-1980 Tanggal Pengujian
: 23 Juli - 07 Agustus 2015
Material
:
Wt. Sample
:
Sieve
Indv. Wt. ret.
Size
( gr )
Dust Stone 1021
gr
COMULATIVE Wt. ret
Retained
Passing
( gr )
(%)
(%)
0.0
100.0
321 922.3
1"
0
0
3/4"
0
0
0.0
100.0
1/2"
0
0
0.0
100.0
3/8"
0
0
0.0
100.0
#4
0
0
0.0
100.0
#8
246.7
247
24.2
75.8
# 16
228
475
46.5
53.5
# 30
187
662
64.8
35.2
# 50
116.8
779
76.2
23.8
# 100
70.2
849
83.1
16.9
# 200
73.6
922
90.3
9.7
SPEC"T
GRADING CHART 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 10.0 0.0
#200
#50
#30
#16
SIEVE SIZE
#8
#4
3/8" 1/2" 3/4" 1"
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
: PRAKTIKUM CAMPURAN ASPAL
LOKASI
: LABORATORIUM JALAN RAYA
KONSTRUKSI
: AC - WC
AC
-
WC
SIEVE ANALISYS
TOTAL PASSING ( % )
SNI 03-1968-1980 Tanggal Pengujian
: 23 Juli - 07 Agustus 2015
Material
:
Wt. Sample
:
Sieve
Indv. Wt. ret.
Size
( gr )
1" 3/4"
Natural Sand 1032.3
gr
COMULATIVE Wt. ret
Retained
Passing
( gr )
(%)
(%)
SPEC"T
0
0
0.0
100.0
375
0
0
0.0
100.0
1032.10
1/2"
0
0
0.0
100.0
3/8"
0
0
0.0
100.0
#4
0
0
0.0
100.0
#8
0.00
0.00
0.00
100.00
# 16
155.10
155.10
15.02
84.98
# 30
299.40
454.50
44.03
55.97
# 50
340.60
795.10
77.02
22.98
#100
222.50
1017.60
98.58
1.42
# 200
14.50
1032.10
99.98
0.02
GRADING CHART 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 10.0 0.0
#200
#100
#50
#30
#16
SIEVE SIZE
#8
#4
3/8" 1/2" 3/4" 1"
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON
AC
-
BC
ANALYST AGGREGATE SURFACE AREA ASTM
AGGREGATE GRADING
AGGREGATE COMBINED AGGREGATE GRADING
SIEVE
CA
MA
DS
SA
SIZE
a
b
c
d
I
SURFACE
1"
100
100
100
100
100.0
3/4"
100
100
100
100
100.0
100
100
100
100
100
100
100
100
100
100
100
100
100
100
1/2"
100
100
100
100
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
100.0
3/8"
35.426889
95.2792
100
100
80.2
89.0
85.4
92.5
89.0
85.4
92.5
88.9
85.3
88.9
88.9
88.9
88.9
88.9
88.9
5.5
49.653065
100
100
66.6
79.4
73.2
84.8
78.7
72.6
84.0
78.0
71.9
77.9
77.9
77.9
77.9
77.9
77.9
x 0.41
100
49.7
68.8
62.3
70.8
64.7
58.6
66.5
60.8
55.0
60.5
60.5
60.5
60.5
60.5
60.5
x 0.82
53.506366 84.975298
36.6
55.5
50.2
55.6
50.7
45.9
50.5
46.2
41.7
45.9
45.9
45.9
45.9
45.9
45.9
x 1.64
# 30
3.2875368 3.0356848 35.190989 55.972101
24.5
36.8
33.4
36.8
33.7
30.5
33.4
30.7
27.8
30.5
30.5
30.5
30.5
30.5
30.5
x 2.87
# 50
3.2384691
15.4
17.9
16.4
19.1
17.7
16.2
18.9
17.5
16.0
17.4
17.4
17.4
17.4
17.4
17.4
x 6.14
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
x 12.29
9.2
4.6
4.4
7.1
6.6
6.1
9.2
8.5
7.8
8.5
8.5
8.5
8.5
8.5
8.5
x 32.77
II
III
IV
V
VI
VII
VIII
IX
X
XI
XII
XIII
XIV
XV
XVI
XVII
XVIII
XIX
XX
XXI
FACTOR
1 1/2"
1 x 0.41
#4 #8 # 16
3.3856722 7.9464728 75.837414 3.3
3.6
2.8
23.8
22.977817
# 100 # 200
2.0281322
1.7
16.9
0.0
Agg. Blend
a. Coarse Agg. ( CA )
30.0
16.2
21.6
10.8
16.2
21.6
10.8
16.2
21.6
16.2
16.2
16.2
16.2
16.2
16.2
ratio
b. Medium Agg. ( MA )
10.0
10.5
12.5
9.9
11.9
13.8
11.5
13.2
15.1
13.5
13.5
13.5
13.5
13.5
13.5
( % by wt.
c. Dust Stone ( DS )
50.0
24.4
21.9
39.6
35.9
32.3
51.8
47.1
42.2
47.2
47.2
47.2
47.2
47.2
47.2
of total agg.
d. Sand Agg. ( SA )
10.0
48.9
43.9
39.6
35.9
32.3
25.9
23.5
21.1
23.0
23.0
23.0
23.0
23.0
23.0
5.9
5.4
6.8
6.3
5.8
7.3
6.7
6.2
6.7
6.7
6.7
6.7
6.7
6.7
TOTAL AGGREGATE SURFACE AREA
6.4
1:2
Remark's :
1:1
2:1
2:1
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
KOMPOSISI JOB MIX FORMULA UKURAN SARINGAN DATA MATERIAL
KOMPOSISI
Inc.
3 / 8"
#4
#8
# 16
# 30
# 50
#100
# 200
19
12.7
9.5
4.75
2.36
1.18
0.6
0.3
0.15
0.075
100.0
100.0
35.4
5.5
3.4
3.3
3.3
3.2
2.0
0.6
100.0
100.0
100.0
95.3
49.7
7.9
3.6
3.0
2.8
1.7
1.7
100.0
100.0
100.0
100.0
100.0
75.8
53.5
35.2
23.8
16.9
9.7
100.0
100.0
100.0
100.0
100.0
100.0
85.0
56.0
23.0
0.0
0.0
100.0
100.0
100.0
80.2
66.6
49.7
36.6
24.5
15.4
9.2
5.2
MINIMUM
100.0
100
90
72
54
39.1
31.6
23.1
15.5
9
4
MAXIMUM
100.0
100
100
90
69
53.0
40
30
22
15
10
100.0
87.8
73.2
64.2
47.0
34.3
25.1
18.5
13.6
9.9
7.3
9.2
0.5
6.7
7.2
AGG. 3/8"
10%
DUST STONE
50%
SAND
10% 100%
SPECT' GRAD.
1 / 2"
25.4
30%
TOTAL CAMP.
3 / 4"
100.0
AGG. 1"
% PASS. SIEVE
mm.
1"
FULLER
Perkiraan Kadar Aspal Optimum
Pb =
0,035 (69,2%) + 0,045 (26,1%) + 0,18 (4,7) + 0,5 0.035
% Kadar Aspal untuk Benda Uji
Pb =
5.7
=
4.2
50.3
0.045
4.7
5.2
40.5
0.18
% 5.7
6.2
TOTAL % PASSING
GRADING CHART 100
Batas
Spec
Fuller
Hasil Gradasi Gabungan
90
80
70
60
50
40
30
20
10
0
#200
#100
#50
#30
#16
SIEVE SIZE
#8
#4
3/8" 1/2" 3/4" 1"
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
SPECIFIC GRAVITY AND ABSORPTION TEST OF COARSE AGGREGATE SNI 03-1969-1990 Tanggal Pengujian
:
Material
: Aggregat split
23 Juli
- 07 Agustus 2015
SIZE PARTIKEL RUN NO. 1
WEIGHT OF ( SSDC + DISH)
( gr )
1101.50
1101.50
2
WEIGHT OF DISH
( gr )
111.10
111.10
3
WEIGHT OF SSDC
( gr )
990.40
990.40
( gr )
618.13
618.13
0.00
0.00
4
WEIGHT OF (WIRE BASKET + SSDC) IN WATER
1-2
5
WEIGHT OF WIRE BASKET IN WATER
( gr )
6
WEIGHT OF SSDC IN WATER
( gr )
4-5
618.13
618.13
7
SPGR OF SSDC
( gr )
3 / (3 - 6)
2.66
2.66
AVERAGE 8
WEIGHT OVEN DRY SAMPLE
9
BULK SPGR
2.66
( gr )
8 / (3 - 6)
986.60
986.60
2.65
2.65
AVERAGE 10 11
2.65
VOLUME OF WATER APPARENT SPGR
( gr )
3-8
3.80
3.80
8 / (8 - 6)
2.68
2.68
AVERAGE 12
ABSORPTION PERCENT AVERAGE
2.68 (%)
(10/8) x 100
0.39
0.39 0.39
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
SPECIFIC GRAVITY AND ABSORPTION TEST OF COARSE AGGREGATE SNI 03-1969-1990 Tanggal Pengujian Material
: 23 Juli - 07 Agustus 2015 : Aggregat screen
SIZE PARTIKEL RUN NO.
I
1
WEIGHT OF ( SSDC + DISH)
( gr )
940.30
2
WEIGHT OF DISH
( gr )
109.10
3
WEIGHT OF SSDC
( gr )
4
WEIGHT OF (WIRE BASKET + SSDC) IN WATER
1-2
831.20
( gr )
509.78 0.00
5
WEIGHT OF WIRE BASKET IN WATER
( gr )
6
WEIGHT OF SSDC IN WATER
( gr )
4-5
509.78
7
SPGR OF SSDC
( gr )
3 / (3 - 6)
2.59
AVERAGE 8
WEIGHT OVEN DRY SAMPLE
9
BULK SPGR
2.59 825.30 ( gr )
8 / (3 - 6)
2.57
AVERAGE 10 11
2.57
VOLUME OF WATER APPARENT SPGR
( gr )
3-8
5.90
8 / (8 - 6)
2.62
AVERAGE 12
ABSORPTION PERCENT AVERAGE
II
2.62 (%)
(10/8) x 100
0.71 0.71
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
SPECIFIC GRAVITY AND ABSORPTION TEST OF FINE AGGREGATE SNI 03-1970-1990 Tanggal Pengujian
:
23 Juli
- 07 Agustus 2015
Material
:
Dust Stone
RUN NO. NO. OF FLASK A
WEIGHT OF SAMPLE ( S.S.D)
( gr )
500.0
B
WEIGHT OF FLASK + WATER
( gr )
1297.8
C
WEIGHT OF FLASK + WATER + SAMPLE ( gr )
1618.6
D 1
WEIGHT OF DRY SAMPLE S.S.D SPGR
( gr ) ( gr )
472.9 A/(A+B-C)
2.790
AVERAGE 2
BULK SPGR
2.790 ( gr )
D/(A+B-C)
2.639
AVERAGE 3
APPARENT SPGR
2.639 ( gr )
D/(B+D-C)
3.109
AVERAGE 4
ABSORPTION AVERAGE
3.109 (%)
(A-D)/Dx100
5.731 5.731
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
SPECIFIC GRAVITY AND ABSORPTION TEST OF FINE AGGREGATE SNI 03-1970-1990 Tanggal Pengujian
:
23 Juli
- 07 Agustus 2015
Material
:
Dust Stone
RUN NO. NO. OF FLASK A
WEIGHT OF SAMPLE ( S.S.D)
( gr )
500.0
B
WEIGHT OF FLASK + WATER
( gr )
1297.8
C
WEIGHT OF FLASK + WATER + SAMPLE ( gr )
1617.2
D 1
WEIGHT OF DRY SAMPLE S.S.D SPGR
( gr ) ( gr )
487.6 A/(A+B-C)
2.769
AVERAGE 2
BULK SPGR
2.769 ( gr )
D/(A+B-C)
2.700
AVERAGE 3
APPARENT SPGR
2.700 ( gr )
D/(B+D-C)
2.899
AVERAGE 4
ABSORPTION AVERAGE
2.899 (%)
(A-D)/Dx100
2.543 2.543
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON
AC
NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
-
WC
PRAKTIKUM CAMPURAN ASPAL
ANALISA VOLUMEMERIK
Specific Grafity (kg/cm3) No
Material
Percentage (P)
Absorbsi (%) Bulk (Gblk)
Apparent (Gap)
1
Agg. 1"
30.0
2.650
2.678
0.385
2
Agg. 3/8"
10.0
2.568
2.616
0.715
3
Dust Stone
50.0
2.639
3.109
5.731
4
Natural Sand
10.0
2.700
2.899
2.543
5
Gs Max of Mixture
6
Formula
(Gmm) =
2.277
gr/cm3
AASHTO T 209 pada kadar aspal opt. perkiraan
Gs Eff of total Aggregate
(Gse) =
2.789
gr/cm3
(100)/(2)/(Gsap)+Gsb/2
7
Gs Bulk of total Aggregate
(Gsb) =
2.649
gr/cm3
100/((P1/Gblk1)+(P2/Gblk2)
8
Gs Apparent of tota Aggregate
(Gsap) =
2.928
gr/cm3
100/((P1/Gap1)+(P2/Gap2)
9
Gs Bitument
(Gb) =
1.042
gr/cm3
AASHTO T 228
10
Absorb. Bitument Content
(Pba) =
2.0
%
100*(Gse-Gsb)/(Gsb*Gse)*Gb
11
Opt. Bitument Cont. (estimate)
(Pb) =
5.7
%
0.035(%CA)+0.045(%FA)+0.18(%FF)+C
12
Effective Bitument
(Pbe) =
3.8
%
Pb-(Pba*100-Pb)/100
13
Agg. Surface Area
(Asa) =
6.4
14
Bitumen Film Thickness
(Bft) =
9.4
micron
1000*(Pb-Pba)/(Asa*(Gb*(100-Pb)))
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON
AC
-
WC
: PRAKTIKUM CAMPURAN ASPAL : LABORATORIUM JALAN RAYA : : AC - WC
NAMA PAKET LOKASI KONTRAKTOR KONSTRUKSI
MARSHALL TEST RSNI M-01-2003
Spl. No.
% Aspal terhadap Campuran %
% Aspal terhadap Aggregate %
2.649 Berat di udara gr
Berat di dalam air gr
BJ. EFFECTIVE AGGREGATE ( U ) Berat kondisi SSD gr
Volume
Berat isi
cc
gr / cc
E-D
C/F
B.J max. camp. gr / cc
Persentase Rongga di antara aggregate
H
100-(100-b),G V I
2.789
BJ. ASPHALT ( T )
% Rongga terhadap campuran %
% Rongga terisi aspal %
100-(100G/H)
100-(I-J)
J
K
Pembacaan arloji mm
Marshall Stability Nilai stabilitas kg
Angka Koreksi
BJ. BULK AGGREGATE ( V )
1.042
Nilai Stabilitas Setelah koreksi kg
Flow
Marshall Quotient
mm
kg / mm O/P
A
B
C
D
E
F
G
M
N
O
P
Q
5.20
5.49
1096.0
612.65
1080.10
467.5
2.345
112
1716
1.19
2042
3.6
567.2
2
1096.1
606.49
1078.70
472.2
2.321
102
1563
1.14
1781
2.3
774.5
3
1096.1
608.23
1084.40
476.2
2.302
110
1685
1.14
1921
2.3
853.8
471.9
2.323
1915
2.7
731.8
1
Avg
5.20
5.49
1
6.20
6.61
2.565
17.1
9.5
73.4
1095.3
613.80
1072.20
458.4
2.389
75
1149
1.19
1367
5.4
253.2
2
1095.2
620.76
1080.70
459.9
2.381
84
1287
1.19
1531
5.9
259.6
3
1094.5
610.90
1075.00
464.1
2.358
92
1409
1.19
1677
3.5
479.2
460.8
2.376
1525
4.9
330.7
Avg
6.20
6.61
1
5.70
6.04
2.526
16.2
5.9
77.8
1096.1
622.57
1094.40
471.8
2.323
119
1823
1.14
2078
3.25
639.5
2
1095.8
597.32
1063.90
466.6
2.349
95
1455
1.19
1732
3.8
455.8
3
1095.9
602.83
1080.00
477.2
2.297
93
1425
1.14
1624
4.85
334.9
471.9
2.323
1811
4.0
476.7
Avg
5.70
6.04
Note : Angka Kalibrasi = 15.23
2.546
17.6
8.8
73.6
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
Satabilitas (kg)
Kepadatan (gr/cm³)
GRAFIK DATA MARSHALL
Kadar Aspal >< Kepadatan 2.38 2.37 2.36
Kadar Aspal >< Stabilitas 2000 1800 1600
2.35
1400
2.34
1200
2.33 1000
2.32
800
2.31
600
2.30 4.70
5.20
5.70
6.20
4.70
6.70
5.20
5.70
Kadar Aspal (%)
Kadar Aspal
Kadar Aspal >< Kelelehan
6.70
Kadar Aspal >< Marshall quotien
5.0
800.00 M Q (%)
Flow (%)
6.20 (%)
4.0
3.0
700.00 600.00 500.00 400.00
2.0
300.00 1.0
200.00
0.0
100.00 4.70
5.20
5.70
6.20
6.70
4.70
5.20
Kadar Aspal (%)
6.70
19.00 .V M A (%)
(%)
6.20
Kadar Aspal >< Rongga Diantara Agg. (V M A)
Kadar Aspal >< Rongga thd. Campuran (V I M) 12.50 11.50 10.50 VIM
5.70 Kadar Aspal (%)
9.50
18.00 17.00 16.00
8.50 7.50
15.00
6.50
14.00
5.50 13.00
4.50 3.50
12.00 4.70
5.20
5.70
6.20
6.70
Kadar Aspal (%)
Kadar Aspal >< Rongga terisi aspal(V F B)
V F B (%)
90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 5.20
5.70
6.20
Kadar Aspal (%)
5.20
5.70 Kadar Aspal (%)
100.00
4.70
4.70
6.70
7.20
6.20
6.70
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
BAR CHART
RENTANG KADAR ASPAL TOTAL SIFAT - SIFAT CAMPURAN 3.70
4.20
4.70
5.20
5.70
6.20
RONGGA DALAM AGGREGAT (VMA)
RONGGA TERISI ASPAL (VFB)
STABILITAS MARSHALL
KELELEHAN
MARSHALL QUOTIENT
RONGGA DALAM CAMPURAN DAN RONGGA DALAM CAMPURAN (REFUSAL)
KAO = (A+B)/2= 5.7+6.2= 5.95 % 5.95
6.70
7.50
8.00
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
WC
PRAKTIKUM CAMPURAN ASPAL
BERAT JENIS MAKSIMUM CAMPURAN BERASPAL SNI 03-6893-2002
NO
URAIAN
I
II
A
BERAT BENDA UJI KERING
1029.82
1029.82
B
BERAT WADAH DALAM AIR
0
0
C
BERAT BENDA UJI DALAM AIR
577.53
577.53
D
BERAT JENIS
2.277
2.277
F
AVERAGE
A / A- C
2.277
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON
AC
-
BC
: PRAKTIKUM CAMPURAN ASPAL : LABORATORIUM JALAN RAYA : : AC - WC
NAMA PAKET LOKASI KONTRAKTOR KONSTRUKSI
MARSHALL TEST RSNI M-01-2003 BJ. BULK AGGREGATE ( V )
2.649
BJ. EFFECTIVE AGGREGATE ( U )
Spl.
% Aspal
% Aspal
Berat
Berat
Berat
No.
terhadap Campuran
terhadap Aggregate
di udara
di dalam air
kondisi SSD
%
%
gr
gr
gr
2.789
BJ. ASPHALT ( T )
1.042
Berat
B.J
Persentase
% Rongga
% Rongga
Volume
isi
max. camp.
Rongga di antara
terhadap campuran
terisi aspal
Pembacaan arloji
Marshall Stability Nilai stabilitas
Nilai Stabilitas Setelah koreksi
Flow
Marshall Quotient
cc
gr / cc
gr / cc
aggregate
%
%
mm
kg
kg
mm
kg / mm
E-D
C/F
100-(100G/H)
100-(I-J)
H
100-(100-b),G V I
J
K
O/P
A
B
C
D
E
F
G
M
N
O
P
Q
6.00
6.38
1064.2
588.4
1051.80
463
2.297
70
973
934
3.5
266.9
2
1063.4
594.0
1050.50
457
2.329
75
1043
1001
3.2
312.8
3
1062.0
592.4
1052.62
460
2.308
77
1070
1027
3.1
331.4
460.030
2.311
987
3.3
303.7
1
Avg
6.00
6.38
1
6.50
6.95
2.534
18.3
8.8
72.9
1053.0
593.6
1047.30
454
2.321
80
1112
1068
3.5
305.0
2
1055.4
590.7
1050.50
460
2.295
81
1126
1081
3.6
300.2
3
1052.0
592.2
1048.90
457
2.303
81
1119
1074
4
302.6
456.750
2.306
1074
3.6
302.6
Avg
6.50
6.95
1
7.00
7.53
2.515
19.0
8.3
72.7
1046.0
604.2
1052.50
448
2.333
70
973
934
3.6
259.5
2
1044.0
596.7
1057.30
461
2.267
73
1015
974
3.4
286.5
3
1045.0
600.5
1054.90
454
2.299
72
994
954
4
272.6
454.450
2.300
954
3.5
272.9
Avg
7.00
7.53
2.496
19.7
7.9
72.4
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON Kelompok Kelas Tanggal Jenis Campuran
AC
-
BC / AC - WC
: : : : Laston AC - WC/ AC - BC MARSHALL TEST RSNI M-01-2003
BJ. BULK AGGREGATE ( V )
Spl. No.
2.649
BJ. EFFECTIVE AGGREGATE ( U )
% Aspal % Aspal Berat Berat Berat Berat terhadap terhadap di di dalam kondisi Volume isi Campuran Aggregate udara air SSD % % gr gr gr cc gr / cc E-D
B.J max. camp. gr / cc
C/F
Persentase Rongga di antara aggregate 100-(100-b),G V
1
A
B
C
D
E
F
G
7.00
7.53
H
I
2.789
BJ. ASPHALT ( T )
% Rongga terhadap campuran %
% Rongga terisi aspal %
100-(100G/H)
100-(I-J)
J
K
Pembacaan arloji mm
1.042
Marshall Stability Nilai Nilai Stabilitas stabilitas Setelah koreksi kg kg
Flow
Marshall Quotient
mm
kg / mm O/P
M
N
O
P
Q
1032
590
1027.3
438
2.357
68
945
907
3.3
275.0
2
1028
602
1047.3
445
2.309
66
917
881
3.5
251.6
3
1030
596
1037
442
2.333
67
931
894
3.4
263.0
441.500
2.333
894
3.4
263.2
Avg
7.00
7.53
2.496
18.1
6.5
75.4
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON
AC
-
BC
: PRAKTIKUM CAMPURAN ASPAL : LABORATORIUM JALAN RAYA : : AC - WC
NAMA PAKET LOKASI KONTRAKTOR KONSTRUKSI
MARSHALL TEST (STABILITAS SISA) RSNI M-01-2003 BJ. BULK AGGREGATE ( V ) Spl. No.
% Aspal terhadap Campuran %
% Aspal terhadap Aggregate %
2.649 Berat di udara gr
Berat di dalam air gr
BJ. EFFECTIVE AGGREGATE ( U ) Berat kondisi SSD gr
Volume
Berat isi
cc
gr / cc
E-D
C/F
B.J max. camp. gr / cc
Persentase Rongga di antara aggregate
H
100-(100-b),G V I
2.789
BJ. ASPHALT ( T )
% Rongga terhadap campuran %
% Rongga terisi aspal %
100-(100G/H)
100-(I-J)
J
K
Pembacaan arloji mm
Marshall Stability Nilai stabilitas kg
1.042
Nilai Stabilitas Setelah koreksi kg
Flow
Marshall Quotient
mm
kg / mm O/P
A
B
C
D
E
F
G
M
N
O
P
Q
5.95
6.33
1256
734
1268
534
2.351
70
980
941
3.4
276.7
2
1242
723
1272
549
2.263
68
952
914
3.0
304.6
3
1256
733
1265
532
2.361
72
1008
968
3.3
293.2
538.333
2.325
941
3.2
291.5
1
Avg
5.95
6.33
1
5.95
6.33
2.536
17.5
8.3
74.2
PERENDAMAN 24 JAM PADA SUHU 60°C 1241
722
1273
551
2.252
65
910
874
2.7
323.6
2
1251
728
1262
534
2.343
60
840
806
3.0
268.8
3
1267
741
1275
534
2.372
58
812
780
2.5
311.8
539.667
2.323
820
2.7
301.4
Avg
5.95
6.33
2.536
STABILITAS SISA SETELAH PERENDAMAN 24 JAM PADA SUHU 60°C Min. 85%
17.6
8.4
74.0
=
820
/
941
x 100
=
87.1
%
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
BC
PRAKTIKUM CAMPURAN ASPAL
DATA KALIBRASI BUKAAN COLDBIN
No.
I
II
MATERIAL
WAKTU
( cm )
( detik )
4
10
6 8
COARSE AGGREGATE
MEDIUM AGGREGATE
III
DUST STONE
IV
SAND
KADAR AIR
BRT. KERING
( kg )
(%)
( kg )
19.4
8.7%
17.5
10
56.7
8.7%
51.3
10
93.7
8.7%
84.7
4
10
32.7
9.7%
30.1
6
10
49.8
9.7%
45.8
8
10
69.0
9.7%
63.4
4
10
15.7
4.8%
14.9
6
10
39.5
4.8%
37.6
8
10
62.8
4.8%
59.8
4
10
9.7
7.4%
9.4
6
10
19.7
7.4%
19.0
8
10
29.7
7.4%
28.6
Kapasitas Produksi AMP
=
800
kg/menit
Kadar Aspal
=
5.25
%
Berat Aggregat Kering
=
758
kg/menit
Komposisi Agregat
AGGREGATE
PARIASI BUKAAN COLD BIN
BRT. BASAH
:
COARSE AGGREGATE
=
20
%
x
758
=
151.6
kg/menit
=
25.3
kg/10 detik
MEDIUM AGGREGATE
=
40
%
x
758
=
303.2
kg/menit
=
50.5
kg/10 detik
DUST STONE
=
25
%
x
758
=
189.5
kg/menit
=
31.6
kg/10 detik
SAND
=
15
%
x
758
=
113.7
kg/menit
=
19.0
kg/10 detik
Bukaan Cold Bin
:
10000%
Cold Bin I
=
4.4
cm
Cold Bin II
=
7.2
cm
Cold Bin III
=
5.4
cm
Cold Bin IV
=
6.1
cm
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
:
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
BC
PRAKTIKUM CAMPURAN ASPAL
DATA KALIBRASI BUKAAN COLDBIN
BER AT MAT ER IAL (kg/ 10 detik)
COARSE AGG.
=
20
%
x
759
=
151.8
kg/menit
=
25.3
kg/10 detik
GRAFIK BUKAAN 90
80
70
60
50
40
25,3 kg 30
4,4 cm
20
10
0 4
6 BUKAAN COLDBIN (cm)
8
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
: PRAKTIKUM CAMPURAN ASPAL
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
BC
DATA KALIBRASI BUKAAN COLDBIN
BER AT MAT ER IAL (kg/ 10 detik)
COARSE AGG.
=
40
%
x
759
=
303.6
kg/menit
=
50.6
kg/10 detik
GRAFIK BUKAAN 70
50.6 kg 60
50
40
7,2 cm
30
20
10
0 4
6 BUKAAN COLDBIN (cm)
8
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
: PRAKTIKUM CAMPURAN ASPAL
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
BC
DATA KALIBRASI BUKAAN COLDBIN
BER AT MAT ER IAL (kg/ 10 detik)
COARSE AGG.
=
25
%
x
759
=
189.8
kg/menit
=
31.6
kg/10 detik
GRAFIK BUKAAN 70
60
50
31,6 kg
40
30
5,4 cm
20
10
0 4
6 BUKAAN COLDBIN (cm)
8
LABORATORIUM MEKENIKA TANAH
JURUSAN TEKNIK SIPIL POLITEKNIK NEGERI LHOKSEUMAWE
MIX DESING LASTON NAMA PAKET
: PRAKTIKUM CAMPURAN ASPAL
LOKASI
: LABORATORIUM JALAN RAYA
KONTRAKTOR
:
KONSTRUKSI
: AC - WC
AC
-
BC
DATA KALIBRASI BUKAAN COLDBIN
BER AT MAT ER IAL (kg/ 10 detik)
COARSE AGG.
=
15
%
x
759
=
113.9
kg/menit
=
19.0
kg/10 detik
GRAFIK BUKAAN 35
30
25
19.0 kg 20
6.1 cm
15
10
5
0 4
6 BUKAAN COLDBIN (cm)
8
PERHITUNGAN KOMPOSISI CAMPURAN BERAT MASING - MASING AGGREGAT DALAM SATUAN GRAM UNTUK 1 (SATU) BUAH BENDA UJI CA = 30.0% MA = 10.0% DUST = 50.0% SAND = 10.0% ASPAL PB = 5.7% PB BERAT TOT. TBENDA UJI
4.24 1200
CAMPURAN
%
PROPORSI
COARSE AGGREGAT MEDIUM AGGREGAT DUST SAND ASPAL
25 30 25 20
23.94 28.727 23.939 19.152 4.24
287.27 344.73 287.27 229.82 50.91
TOTAL
100
100.00
1200.00
4.74 1200
INDV. Gram Komul. Gram 287.27 632.00 919.27 1149.09 1200.00
%
PROPORSI
25 30 25 20
23.44 28.727 23.939 19.152 4.74
281.27 344.73 287.27 229.82 56.91
100
100.00
1200.00
PB BERAT TOT. TBENDA UJI %
PROPORSI
COARSE AGGREGAT MEDIUM AGGREGAT DUST SAND ASPAL TOTAL
25 30 25 20
22.44 28.727 23.939 19.152 5.74 100.00
100
6.24 1200
CAMPURAN
%
PROPORSI
COARSE AGGREGAT MEDIUM AGGREGAT DUST SAND ASPAL TOTAL
25 30 25 20
21.94 28.727 23.939 19.152 6.24 100.00
100
281.27 626.00 913.27 1143.09 1200.00
%
PROPORSI
25 30 25 20
22.94 28.727 23.939 19.152 5.24
275.27 344.73 287.27 229.82 62.91
100
100.00
1200.00
INDV. Gram Komul. Gram 275.27 620.00 907.27 1137.09 1200.00
INDV. Gram Komul. Gram 269.27 344.73 287.27 229.82 68.91 1200.00
269.27 614.00 901.27 1131.09 1200.00
6.74 1200
INDV. Gram Komul. Gram 263.27 344.73 287.27 229.82 74.91 1200.00
INDV. Gram Komul. Gram
5.74 1200
CAMPURAN
PB BERAT TOT. TBENDA UJI
5.24 1200
263.27 608.00 895.27 1125.09 1200.00
%
PROPORSI
25 30 25 20
21.44 28.727 23.939 19.152 6.74 100.00
100
7.24 1200
INDV. Gram Komul. Gram 257.27 344.73 287.27 229.82 80.91 1200.00
257.27 602.00 889.27 1119.09 1200.00
%
PROPORSI
25 30 25 20
20.94 28.727 23.939 19.152 7.24 100.00
100
INDV. Gram Komul. Gram 251.27 344.73 287.27 229.82 86.91 1200.00
251.27 596.00 883.27 1113.09 1200.00
ANGKA KOREKSI STABILITAS Volume Benda Uji Min Max Rata-rata 200 213 206.5 214 225 219.5 226 237 231.5 238 250 244 251 264 257.5 265 276 270.5 277 289 283 200 301 250.5 302 316 309 317 328 322.5 329 340 334.5 341 353 347 354 367 360.5 368 379 373.5 380 392 386 393 405 399 406 420 413 421 431 426 432 443 437.5 444 456 450 457 470 463.5 471 482 476.5 483 495 489 496 508 502 509 522 515.5 523 535 529 536 546 541 547 559 553 560 573 566.5 574 585 579.5 586 598 592 599 610 604.5 611 625 618
Tebal (mm) 26.4 27 28.6 30.2 31.8 33.3 34.9 36.6 38.1 39.7 41.3 42.9 44.4 46 47 49.2 50.8 52.4 54 55.6 57.2 60.7 60.8 61.9 63.6 66.1 66.7 68.3 69.9 71.4 73 74.6 76.2
Angka Koreksi 5.56 5 4.55 4.17 3.85 3.67 3.33 3.03 2.78 2.6 2.27 2.08 1.92 1.79 1.67 1.56 1.47 1.39 1.32 1.25 1.19 1.14 1.09 1.04 1 0.96 0.93 0.89 0.86 0.83 0.81 0.78 0.76
