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Pavement Design Catalogue - LGED

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UPAZILA ROAD HBB PAVEMENT IN HILLY AREAS<br />

Plate UPR-HBB-HL-1<br />

This is a HBB standard option of Upazila Road <strong>Pavement</strong> without Hard shoulder<br />

through Hills having run-off drainage on both sides. Shoulder treatment may be<br />

provided as needed. It is a single carriage-way pavement where quality control is<br />

hard to ensure due to deep hills. It is aimed at all weather traffic flow at the initial<br />

stage. It has sub-grade having 4% Soaked CBR and 125 mm sand cushioning<br />

compacted to 100 percent STD. Another 25mm sand cushioning has been<br />

provided in between flat soling and HBB. This is also an option of HBB pavement<br />

for Upazila Road in plain lands excluding earth heaps at earthen shoulders.<br />

Plate UPR-HBB-HL-2<br />

This is a HBB standard option of Upazila Road <strong>Pavement</strong> without Hard shoulder<br />

through shallow Hill-cut having hills on one side. Shoulder treatment may be<br />

provided as needed. It is a single carriage-way pavement where quality control is<br />

hard to ensure due to deep hills. It is aimed at all weather traffic flow at the initial<br />

stage. It has sub-grade having 4% Soaked CBR and 125 mm sand cushioning<br />

compacted to 100 percent STD. Another 25mm sand cushioning has been<br />

provided in between flat soling and HBB.<br />

Plate UPR-HBB-HL-2A<br />

This is a HBB standard option of Upazila Road <strong>Pavement</strong> without Hard shoulder<br />

through shallow Hill-cut having hills on both sides. Shoulder treatment may be<br />

provided as needed. It is a single carriage-way pavement where quality control is<br />

hard to ensure due to deep hills. It is aimed at all weather traffic flow at the initial<br />

stage. It has sub-grade having 4% Soaked CBR and 125 mm sand cushioning<br />

compacted to 100 percent STD. Another 25mm sand cushioning has been<br />

provided in between flat soling and HBB.<br />

Plate UPR-HBB-HL-3<br />

This is a HBB standard option of Upazila Road <strong>Pavement</strong> without Hard shoulder<br />

through deep Hill-cut having hills on one side. Shoulder treatment may be<br />

provided as needed. It is a single carriage-way pavement where quality control is<br />

hard to ensure due to deep hills. It is aimed at all weather traffic flow at the initial<br />

stage. It has sub-grade having 4% Soaked CBR and 125 mm sand cushioning<br />

compacted to 100 percent STD. Another 25mm sand cushioning has been<br />

provided in between flat soling and HBB. Sub-surface drainage has been provided<br />

to drain seepage water.<br />

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