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INJNTU · Q)The gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 Q)Weight of vehicles Pavement thickness Q)The reduction in load carrying

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Page 1: INJNTU · Q)The gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 Q)Weight of vehicles Pavement thickness Q)The reduction in load carrying

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Page 2: INJNTU · Q)The gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 Q)Weight of vehicles Pavement thickness Q)The reduction in load carrying

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Page 3: INJNTU · Q)The gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 Q)Weight of vehicles Pavement thickness Q)The reduction in load carrying

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Page 4: INJNTU · Q)The gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 Q)Weight of vehicles Pavement thickness Q)The reduction in load carrying

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Page 5: INJNTU · Q)The gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 Q)Weight of vehicles Pavement thickness Q)The reduction in load carrying

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Page 6: INJNTU · Q)The gradient at hair-pin bends or other sharp corners with inside curves of 1 hould 15 never I in 20 Q)Weight of vehicles Pavement thickness Q)The reduction in load carrying

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