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HIGHWAY ASSESSMENT1

It is the portion of the total vehicle load transmitted to the road through a single axle

Axle load

It provides a stable ‘working platform’ on which to operate construction equipment during construction

Sub-base course

Its primary function is to prevent the development of damaging compressive stresses due to volume changes in the pavement slab, and to prevent excessive pressure being transmitted to adjacent structures

Expansion joints

Its purpose is to provide for an orderly arrangement of the cracking that occurs

Contraction joints

This structure may consist of two layers, designated as the pavement slab and sub-base course

Rigid pavement

The preparation of ____________ includes grading and compaction of the roadbed soils and may include other means of providing optimum support for the pavement structure like drainage control and soil stabilization by mechanical means of by the use of soil stabilizers such as cement, asphalt-based binders, lime and water repellents

Subgrade

It is a measure of the elastic property of soil recognizing certain nonlinear characteristics

Resilient modulus

The _________ is a representation of the damaging effect per pass to a pavement by a type of relative to the damage per pass of a standard axle load (usually the 8,200 kg (80kN) single-axle load)

Load equivalence factor

It is defined as that portion of the road or highway, placed above the subgrade specifically for the support of and to provide a running surface for vehicular traffic

Pavement

These are designed to hold the faces of abutting slabs in firm contact and designed to withstand the maximum tensile forces required to overcome subgrade drag

Tie bars

It used to prevent the formation of irregular longitudinal cracks and may be keyed butt joints or mechanically formed or sawed grooves

Longitudinal joints

The depth of formed or sawed grooves in longitudinal joints should not be less than ____% of the thickness of the pavement slab

25

Determine the thickness of the rigid pavement with a wheel load capacity of 54 kN if the allowable tensile stress of concrete is 1.6 MPa. Neglect the effect of dowels

318

A rigid pavement is to be used to carry a wheel load of 49 kN, the allowable tensile stress of the concrete is 1.4 MPa. Sufficient dowels are used across the joints. Design the thickness of the pavement at the edge

229.13

A rigid pavement is to be used to carry a wheel load of 49 kN, the allowable tensile stress of the concrete is 1.4 MPa. Sufficient dowels are used across the joints. Design the thickness of the pavement at the center

162.02

A flexible pavement having a thickness of 46 mm carries a static wheel load of W. The circular contact has an equivalent radius of 150 mm. If the load W is assumed to be transmitted across a wide are of subgrade at an angle of 45 degrees, compute the value of the wheel load W if the bearing stress of the base is 0.42 MPa

50.72

Solve for the CESAL, PCCP, One-direction, GVW = 43,867 kg, AADT = 67, traffic growth rate = 3%

4,173,311.66

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