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Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)

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Group Index of Soils (G.I)

In order to classify the fine-grained soils within one group and for judging their suitability as subgrade material, an indexing system has been introduced in HRB classification which is termed as group index. Soils are thus assigned arbitrary numerical numbers known as group index (GI). Group index is function of percentage and is given by the equation G.I = 0.2a + 0.005ac + 0.01bd
Where,
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
Where, WL = Liquid limit, IP = Plasticity Index.
P = Percentage fines passing from 0.074 mm sieve.
0 ≤ G . I ≤ 20 Lower the group → best quality.

Plate Bearing Test

(i)
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
Here,
k = Modulus of subgrade reaction
P = Pressure Corresponding to settlement of 0.125 cm.
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)(ii)
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
Where,
ks = Modulus of subgrade reaction for soaked condition.
Ps = Pressure required in the soaked condition to produce same deformation as deformation Produce by pressure ‘P’ in consolidated condition.
k = Modulus of subgrade reaction for the consolidated stage.
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)Δ = Deformation in ‘cm’.
a = Radius of rigid plate in ‘cm’.
k = P / Δ = E / 1.18a
E = Modulus of elasticity of soil subgrade in kg/cm2.
k.a = constant
a1 = Radius of smaller plate (other plate)
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
k1 = Modulus of subgrade reaction of other plate of radius ‘a1’ cm.

California Bearing Ratio (CBR) Test
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)

Test for Road Aggregate
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)

(i) Aggregate crushing test
Aggregate crushing value
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
Where, w1 = Weight of the test sample in ‘gm’
w2 = weight of the crushed material in ‘gm’ passed through 2.36 mm sieve.

(ii) Shape Tests
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
Where, Ga = specific gravity of aggregate
W = mass of mould containing aggregate
C = mass of mould containing water
(iii) Abrasion Test
(a) Los Angeles Abrasion Test
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)

Bituminous Material

  1. Product of fractional distillation of Petroleum: Gasoline, Naptha, Kerosene, Lubricating oil and Residue – Petroleum Bitumen.
  2. Cutback Bitumen: Reduced Viscosity Bitumen
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    N – Numeral [0, 1, 2, 3, 4, 5]
    Show progressive thickening from 0 to 5
  3. Specific Gravity:
    Bituminous → 0.97 – 1.02
    Tar → 1.1 – 1.5
  1. Bituminous Mixes
    (i) Determination of Specific Gravity
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    Where, Ga = Average specific gravity of blended aggregate mix.
    w1, w2, w3, w4 are % by weight of aggregate 1, 2, 3 & 4 respectively. G1, G2, G3 & G4 are specific gravities of the aggregate 1, 2, 3 & 4 respectively.
    (ii) Specific Gravity of Compacted Specimen
    (a) 
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    Where, Gt = Theoretical maximum specific gravity of the mix.
    Wb = % by weight of bitumen.
    Gb = Specific gravity of bitumen.
    Ga = Average specific gravity of aggregates.
    (b) Theoretical density γt, per-cent solids by volume
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    Where, G = Actual specific gravity of test specimen
    Gt = Theoretical maximum specific gravity.
    (c) Voids in the Mineral Aggregate (VMA)
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    Where, Vb = % of bitumen
    Wa = Aggregate content percent by weight
    Vv = % air voids in the specimen.
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    (d) % Voids Filled with Bitumen (VFB)
  2. Marshall Method Bituminous Mix Design
    Percentage Air Voids
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    Where, Gm = Bulk density or mass density of the specimen
    Gt = Theoretical specific gravity of mixture
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    Where,
    W1 = Percent by weight of coarse aggregate in total mix
    W2 = Percent by weight of fine aggregate in total mix
    W3 = Percent by weight of filler in total mix
    W4 = Percent by weight of bitumen in total mix
    G1 = Apparent specific gravity of coarse aggregate
    G2 = Apparent specific gravity of fine aggregate
    G3 = Apparent specific gravity of filter
    G4 = Specific gravity of bitumen
    Percent Voids in Mineral Aggregate (VMA)
    VMA = Vv + Vb
    Here, Vv = Volume of air voids, %
    Vb = Volume of bitumen,
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    Per-cent Voids Filled with Bitumen (VFB)
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
    Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)

HveeM Method of Bituminous mix Design Stabilimeter Value, (s)
Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
Where, Pv = Vertical pressure at 28 kg/cm2 or at a total load of 2268 kg.
Ph = Horizontal pressure corresponding to Pv = 28 kg/cm2.
D2 = Displacement on specimen represented as number of turns of pump handle to raise Ph from 0.35 to 7 kg/cm2.

Cohesiometer Value, (c)

Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
Where, L = Weight of shots in cm.
w = Diameter of width of specimen in cm
H = Height of specimen in cm

Stabilometer Resistance R-value

Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE)
where, Pv = Vertical pressure applied (11.2 kg/cm2)
Ph = Horizontal pressure transmitted at Pv = 11.2 kg/cm2.
D2 = Displacement of stabilometer fluid necessary to increase the horizontal pressure from 0.35 to 7kg/cm2, measured in number of revolutions of the calibrated pump handle.

The document Highway Materials - Notes | Study Transportation Engineering - Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Transportation Engineering.
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