A book on Sandhyavandanam written by Shri Parashurama Prabhu Shetiya. A handy book for today's generation of GSB's who are pressed for time but at the same time want to follow our age old…Full description
MB3B
gsb Pontianak kota
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Öğrencilerin temel ihtiyaçlarını göz önüne alarak oluşturduğumuz yayınlarımız, boyutları gibi içerik olarak da son derece ferah olarak hazırlandı. Permütasyon & Kombinasyon & Olasılık & İstatistik ...
Öğrencilerin temel ihtiyaçlarını göz önüne alarak oluşturduğumuz yayınlarımız, boyutları gibi içerik olarak da son derece ferah olarak hazırlandı. Permütasyon & Kombinasyon & Olasılık & İstatistik ...
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Electronics & Communication 2006 Sem VII&VIII Visit http://jinusdreamz.blogspot.com/
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Description : Comunication protocol of BC-20S&30S
Caracteristica de DB
WET MIX MACADAM Characteristics Max Dr Dry De Density OMC Liquid Limit Plasticity In Index W at ater Ab Absorption AIV CBR
2.205 gm gm/cc 4.52% Groove Can't be cut Non Pl Plastic 0.82% 10.83% 139%
Seive Size in mm
Upper Limt
Lower Limt
38-10-22-30
Mid Value
53
100
100
100
100
45 22.4 11.2 4.75 2.36 0.6 0.075
100 80 60 40 30 22 8
95 60 40 25 15 8 0
100 70.94 50.46 31.15 25.75 12.65 2.46
97.5 70 50 32.5 22.5 15 4
38-10-22-30 100 90
Upper Limt Lower Limt
80
g n 70 i s s 60 a P 50 f o 40 %
38-10-22-30 Mid Value
30 20 10 0 0.01
0.1
1 Sieve Size in mm
10
100
GRANULAR SUB BASE Seive Size Upper Limit LowerLimit in mm 75 100 100 53 100 80 26.5 90 55 9.5 65 35 4.75 55 25 2.36 40 20 0.425 25 10 0.075 10 3
90-10
Mid Value
100 99.59 79.43 48.57 39.53 28.95 11.40 3.11
100 90 72.5 50 40 30 17.5 6.5
Characteristics Max Dry Density Optimum Moisture Content Liquid Limit Plasticity Index Water Absorption 10% Fines Value Califaornia Bearing Ratio
2.172gm/cc 5.65% Groove cant be cut Non Plastic 0.90% 150 KN 129.19%
GSB - 90% + DUST - 10% 100
g n i s s a P f o %
90
Upper Limit
80
LowerLimit
70
90-10
60
Mid Value
50 40 30 20 10 0 0.01
0.1
1 Sieve Size in mm
10
100
DENSE BITUMINOUS MACADAM Sieves
TSL-U
TSL-L
T.S.Mid Value
JMF
JMF - U
JMF - L
37.50
100
100
100.00
100.00
100
100
26.50
100
90
95.00
99.79
100
92
Stability
2121.27
2010
19.00
95
71
83.00
88.95
97
81
Flow
4.47
Min 3
13.20
80
56
68.00
68.95
76
62
Air Voids
5.69
3 to 6
4.75
54
38
46.00
47.95
54
42
VMA
14.74
Min 14
42
28
34.24
39
29
% of Voids in mineral Aggregate(VFB)
65 to 75
73.41
21
7
13.49
17
9
Density g/cc
2.493
3
Binder Content % Weight of total mix
2.36 0.3 0.075
8
35.00 14.00 5.00
2
4.68
7
Characteristics Obtained
4.52
Required
** 4.5
Graph For Dense Bituminous Macadam Gradation (19:16:9.5:54:1.5) 100 TSL-U
90 80
g n i s s a P f o %
70
TSL-L T.S.Mid Value JMF JMF - U
60
JMF - L
50 40 30 20 10 0 0.01
0.1
1
Sieves Size in mm
10
100
Sieves
TSL-U
TSL-L
T.S.Mid Value
JMF
JMF - U
JMF - L
19.00
100
100
100.00
100.00
100
100
13.20
100
79
90.00
97.61
100
92
Stability
2121.27
900
9.50
88
70
79.00
85.10
91
79
Flow
3.1
2 to 4
4.75
71
53
62.00
59.54
65
55
Air Voids
5.24
3 to 6
2.36
58
42
50.00
49.88
54
46
VMA
16.54
Min 13
1.18
48
34
41.00
40.92
45
37
% of Voids in mineral Aggregate(VFB)
68.33
65 TO 75
0.6
38
26
32.00
32.26
36
28
Density g/cc
2.459
**
0.3
28
18
23.00
21.82
25
19
Binder Content % Weight of total mix
5.1
5
14.70
18
12
6.18
8
5
0.15
20
12
16.00
0.075
10
4
7.00
Characteristics Obtained
Required
0.075
Graph For Bituminous Concrete Gradation
(42:53:3:2)
100 90 80
g n i s s a P f o %
70 60
TSL-U TSL-L T.S.Mid Value JMF JMF - U JMF - L
50 40 30 20 10 0 0.01
0.10
Sieves Size in mm
1.00
10.00
100.00
BITUMINOUS MACADAM Sieves
TSL-U
TSL-L
T.S.Mid Value
JMF
JMF - U
JMF - L
26.50
100
100
100
100.00
100.00
100
19.00
100
90
95.00
98.10
100.00
90.25
13.20
88
56
72
74.47
79.69
69.29
4.75
36
16
26
27.82
29.49
26.16
16.99
17.84
16.14
2.36
19
4
11.50
0.3
10
2
6
6.80
7.07
6.53
0.075
8
0
4
2.12
2.16
2.08
Characteristics Obtained
Required
Striping Value
More than 98%
Min 95%
Density g/cc
2.415
**
Binder Content % Weight of total mix
3.3
3.3
Graph For Bituminous Macadam Gradation (32:40:26:2) 100 90 80
