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1.
Divided highway (total
length 12024 meters)
with two seperated
lanes per direction and
'New Jersey' in the
middle. The width of the
traveled way is 7.2 m
for each direction. The
thickness of the asphalt
layer is 0.09 m
and the thickness of the
pavement base layer is
0.20 m. Finally the road
pavement has a drainage
layer with minimum
thickness 0.2 m.
Download
alignment_final.ZIP
(1,794 MB)
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2.
River arrangement project.
Total length 2947 m.
Protection in curves with
gabion walls (serasanetti).
Download
river_new.ZIP (13 KB)
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3.
The moto-cross
race circuit of the
international six days
enduro 2008 race (ISDE 2008).
Length of the circuit
1762 m. Pavement thickness
0,40
m.
Download
isde2008.ZIP (79 KB)
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4.
River delineation project.
Total length
1709 m. (In order to
overview the riverbed you
should check the 'Zoom in
the ground limits' option in
the 'View->Layers' form of
the cross section window.
Download
xar2.ZIP (47 KB)
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5.
Highway with two service
roads.
Download
parallhl.ZIP (5,34 MB)
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6.
Interchange in a highway
with double 'New Jersey' in
the middle (width 2,60 m).
The highway is intersected
with a road which have the
width of the traveled way
equal with 6,50 m and the
shoulders width equal with
1,0 m. Free flow ramps
entering and exiting from
cross-road with acceleration
and deceleration lanes. The
ramps are adapted to the
cross road with simple plain
'T' intersections.
Download
kombos.ZIP (503 KB)
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7.
Road with bicycle
facilities. For the road,
the width of the traveled
way is 8,0 m and the width
of island between the road
and the bicycle facility is
1,75-1,50. The shoulders
have widths 1,0 m for the
road and 0,5 for the bicycle
facility. The pavement of
the road has asphalt layers
with total thickness 10 cm
and two base layers with 10
cm thickness each one.
Download
road_byc.ZIP (45 KB)
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8.
Road improvement (total
length 5875 m). The width of
the traveled way is 6,0 m
and width of the shoulders
is 1,0 m. The pavement
has: one asphalt layer with
thickness 5 cm, one base and
one subbase layer with 10 cm
thickness each one.
Download
rurra15.ZIP (66 KB)
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9.
Road improvement (total
length 5927 m). The width of
the traveled way is 6,0 m
and width of the shoulders
is 1,0 m. The pavement
has: one asphalt layer with
thickness 5 cm, one base and
one subbase layer with 10 cm
thickness each one. The
edges of the pavement layers
on the left and right side
are shaped vertical.
Download
route_455.ZIP (78 KB)
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10.
Mountainous road (total
length 7592 m) improvement
of an existing forest road.
The new road has: width of
the traveled way 6,5 m and
shoulders with 1,0 m width.
The pavement has: two
asphalt layers with
thickness 5 cm each one, two
base and two subbase layers
with 10 cm thickness each
layer. The side-slopes grade
varies depending on
the quality of ground. The
road is wider on the curves
according to widenings
diagram.
Download
seg1typenew1.ZIP (322 KB)
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11.
Mountainous road (total
length 6589 m), improvement
of an existing forest road.
The new road has: width of
the traveled way 7,0 m and
shoulders with 0,5 m width.
The pavement has: two
asphalt layers with
thickness 5 cm each one, one
base and one subbase layer
with 10 cm thickness each
layer. The road has constant
width along the axis. The
study includes also 11
culverts used to pass
crossing streams or to
evacuate lateral ditches in
cuts.
Download
align23_culv.ZIP (232 KB)
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12.
Road with total length 6817
m has: width of the
traveled way 9,0 m and
shoulders with 1,5 m width.
The pavement has: two
asphalt layers with
thickness 5 cm each one, two
base and two subbase layers
with 10 cm thickness each
layer.
Download
al_nis_w34.ZIP (184 KB)
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13.
Multiple design project
including: an improvement of
a rural road (with an
asphalt layer)
and two small irrigation
channels from both sides.
The pavement has: one
asphalt layer with thickness
5 cm, one base and one
subbase layer with 10 cm
thickness each layer. The
project includes three
irrigation channels along
the road axis, two with
orthogonal sections and one
with trapezoidal.
Download
agr.ZIP (45 KB)
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14.
Widening of an urban street
and curb construction from
both sides.
Download
urb_align12.ZIP (26 KB)
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15.
Improvement with asphalt
layer of an old urban street
having variable pavement
thickness. The old pavement
is a rigid pavement which
was constructed with
concrete. The total
thickness of the asphalt
layer is 9 cm and it
should be adapted in the
superalavation of the
existing road.
Download
ur_gft5.ZIP (46 KB)
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16.
Study of a gravelled rural
road with length 1347 m and
width 5,40 m. The pavement
thickness is 20 cm and under
its foundation a ground
improvement layer having 40
cm thickness should be
constructed.
Download
crt_45b.ZIP (64 KB)
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17.
Study of an urban road with
length 310 m and width 6,00
m. The pavement has: one
asphalt layer with thickness
5 cm, two base and one
subbase layer with 10 cm
thickness each layer. The
typical cross sections of
the design include
triangular drain gutter on
the right and left side of
the deck.
Download
rocks_fact_2d.ZIP (10 KB)
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18.
Design of a candidate driver
circuit. The width of deck
varies along the axis.
The pavement has: two
asphalt layers with thickness
5 cm each one and two base layers with 10 cm
thickness each layer. In the
two sides of deck the road
has waysides and kurbs.
Download
tdrive3.ZIP (25 KB)
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19.
River arrangement in an
urban area (length 1121 m).
The water supply is taken by
a rectangle open pipe. The
pipe will be constructed by
concrete and its cross
section has dimensions
3,6X1,0 m. The excavation
refill quantities is
separated in two parts. The
lower part is consisted by
gravel material and the
upper part by plant material
Download
xar8.ZIP (104 KB)
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20.
River arrangement in an
urban area (length 678 m).
The initial geometry of the
arrangement and the
side-slopes protection will
be achieved by gabions.
Download
segment2a.ZIP (90 KB)
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