Various laboratory tests on bitumen is conducted to check quality and different properties of bitumen for pavement construction. Bitumen is a black or brown mixture of hydrocarbons obtained by partial distillation of crude petroleum.
Sr No.
|
Particulars
|
Sample Size required
|
Minimum Time Reuqured
|
Tests As Per Indian Standard
|
---|---|---|---|---|
1
|
Bitumen Binder Content |
05 kg
|
01 Day
|
MORTH 500 and
ASTM (P-11)1964-D-
2172
|
1
|
Bitumen Binder Content & Gradation |
05 kg
|
02 Days
|
MORTH 500 and
ASTM (P-11)1964-D-
2172
|
3
|
Marshal Stability Test (03 no Prepared Moulds) |
03 No Moulds
|
03 Days
|
ASTM-D-1599-
62(P11)1964
|
4
|
Marshall Stability Test - With preparation of mould |
50 Kg Mix Material
|
04 Days
|
ASTM-D-6926-04
|
5
|
Bitumen Core Density (Wax Method including preparation) |
01 Core
|
02 Days
|
-
|
6
|
Bitumen pavement Core Cutting (one Core)
(Note: Transportation extra and Generator Charges Extra if Required Minimum 12 Core) |
01 Core
|
NA
|
NA
|
7
|
Dressing of Core |
01 Core
|
NA
|
NA
|
8
|
Density of mix with preparation of mould |
50 Kg Mix Material
|
03 Days
|
MORTH 500
|
9
|
Material Testing for Job Mix (BM, BC, DBM, SDBC, MSS, Mastic Asphalt, seal coat) |
1) Fine Aggregate
25 Kg
2) Coarse Aggregate 50 Kg 3) Bitumen 5 Kg 4) Filler 2 Kg |
10 Days
|
MORTH 500
|
10
|
Job Mix formula for BM, DBM, SDBC, BC, MSS |
1) Fine Aggregate
35 Kg
2) Coarse Aggregate 100 Kg 3) Bitumen 10 Kg 4) Filler 2 Kg |
10 Days
|
MORTH 500 & MS2
|
11
|
Job Mix formula for Mastic Asphalt |
1) Fine Aggregate
100 Kg
2) Coarse Aggregate 25 Kg 3) Bitumen 20 Kg 4) Limestone/Filler 25 Kg |
10 Days
|
IRC 107
|
12
|
Job Mix formula for Seal Coat |
1) Fine Aggregate
25 Kg
2) Coarse Aggregate 50 Kg 3) Bitumen 5 Kg 4) Filler 2 Kg |
10 Days
|
MORTH 500
|