DOMO ASSIG Coun Locat Clien Start Comp Othe Cons Cons Value perce Assig Narra Road provis The o have Desc The d NATM As fa tunne K103 OSTATIKES MELE GNMENT NAM ntry: tion: nt: t date (month / pletion date (m er members of p sortium Leader: struction Cost (€ e of the Service entage: gnment state: ative descriptio d tunnel with Len sion is made for overpasses of th to be construct ription of servi deliverables inc M for six catego ar as the final (in els, the correspo Ρ ? ? ? ? ? ? ΤΕΧΝΙΚΟΑΝ ΠΑΣΣΑΛΟΤΟΙΧΟΣ ETES S.A. ME: / year): month / year): partnership (if : €): es provided / P on of Project: ngth of 1512,95 r two parking ni he Livadia-Arah ted. The structu ices provided w cluded the evalu ories of support nner) lining is co onding niches a ? ? ? ? ? Ρ ΑΝΩΔΙΑΒΑΣΗΣK.O.3 - K.O.2 (ΣΗΡΑΓΓΑΣ) L=63.05m ΤΕΧΝΙΚΟΑΝΩΔΙΑΒΑΣΗΣK.O.3 - K.O.2 (ΣΗΡ. ΔΙΑΦ any): Participation 5m and Escape iches along the hova at the tunn ures comprise of within the assig uation of the ge measures (A to oncerned, static as well as the cr ? ΑΦΥΓΗΣ)L=63.05m GREECE Arahova EYDE- HIGHW 2009 2011 E/M Design: Hydraulic Des Topographica Geological De Geotechnical G. Parigoris 12.949.691,40 (21) 435.230,0 PHASE A’ : Ap Tunnel with len road tunnel. nel entrance (len f two rows of sh gnment: eotechnical inve o F). c calculations w ross-passages. ? 200 201 Á101 69 0 000 0 050 ΠΛΑΤΕΙΑΧΩΡΟΣΠΡΑΣΙΝΟΥ άγαλμα πεζοδρόμιο πεζοδρόμιο ΧΩΡΟΣΣΤΑΘΜΕΥΣΗΣ WAY – PATHE Dektis consulta sign: Dedalos D al Design: E.T. esign: Feggara l Design: A.D.F 0€ + 3.303.910, 03€ / 40%- (8) pproved ---------- ngth of 1297,52m ngth of 24m) and heet pile walls co estigations as w were performed The final design ? ? ? ? 69 ΧΩΡΟΣΣΤΑ άσφα άσφαλτος άσφαλτος Arah ant engineers LT DESIGN consul .ME. PEPPAS & as Georgios F. consultant Ge ,60.€ 191.118,00€ +1 ----PHASE Β’ to m, which conne d of K.O.2 and K onnected via a r well as the final for the final des n of the cover&c ? ? ? ? Ρ ΑΘΜΕΥΣΗΣΔΗΜΟΤΙΚΟΣ αλτος hova Bypass TD ltant engineers & ASSOCIATES eotechnical engi 14740,60 € +43 be approved ect with 4 cross- K.O.3 (length of roof plate. design for the sign of all the cr cut overpasses ? ? ? Ù4E 62 63 LTD S LTD ineers LTD 3744,10 € /100% -passages. Due f 60m) roads at preliminary sup ross-sections of was also perfor ? ? 1 160 1 150 59 58 61 1 200 % to the tunnel’s the tunnel exit pport according f the road and e rmed. ? ? ? 57 length, will g to the escape ?
Transcript
DOMOSTATIKES MELETES
ASSIGNMENT NAME
CountryLocationClientStart dateCompletion
Other
Consortium LeaderConstruction Cost (Value of the Services providedpercentageAssignment state
Narrative description of Project
Road tunnel with Length of 1512,95mprovision is made for two parking niches along the road tunnel.
The overpasses of the Livadiahave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
The deliverables included NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perftunnels,
1 000
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27
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72
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58
907.
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R=11000.00T=100.41f=0.46
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00
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136
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Á103
ÐÑÏ Ó
Î ENOÄOXEIO
ANEMÙËIA
K103
ÐÑÏÓ ÄÅË
ÖÏ ÕÓ
DOMOSTATIKES MELETES
ASSIGNMENT NAME
Country: Location: Client: Start date (month / Completion date (month
Other members of partnership
Consortium Leader:Construction Cost (€)Value of the Services providedpercentage: Assignment state:
Narrative description of Project
Road tunnel with Length of 1512,95mprovision is made for two parking niches along the road tunnel.
The overpasses of the Livadiahave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
The deliverables included NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perftunnels, the corresponding niches
1 2001 100
986.
88
979.
73
971.
95
961.
77
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937.
63
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9192
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911.
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134
135
ΜΑΝΔΡΑ ΟΙΚΟΔΟΜΩΝΠΛΑΚΑΚΙΑ
N
ΤΕΧΝΙΚΟ
ΑΝΩ ΔΙΑ
ΒΑΣΗΣ K.O.3 - K.O.2 (ΣΗ
ΡΑΓΓΑΣ) L=63.05m
ΠΑΣΣΑΛ
ΟΤΟΙΧΟΣ
134
135
136Á103
134A
ÐÑÏÓ
AÑAXÙ
BA
DOMOSTATIKES MELETES S.A.
ASSIGNMENT NAME:
/ year): month / year):
of partnership (if any
: €):
Value of the Services provided / Participation
Narrative description of Project:
Road tunnel with Length of 1512,95mprovision is made for two parking niches along the road tunnel.
The overpasses of the Livadia-Arahova at the tunnel entrance (length of 24m) and ohave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
The deliverables included the evaluation of the geotechnical investigations as well as the NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perfthe corresponding niches as well as the cross
1 300
967.
18
975.
06
971.
87
961.
97
972.
21
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28
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27
988.
5098
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R=8000.00T=162.03f=1.64
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ΤΕΧΝΙΚΟ
ΑΝΩ ΔΙΑ
ΒΑΣΗΣ K.O.3 - K.O.2 (ΣΗ
ΡΑΓΓΑΣ) L=63.05m
ΤΕΧΝΙΚΟ
ΑΝΩ ΔΙΑ
ΒΑΣΗΣ K.O.3 - K.O.2 (ΣΗ
Ρ . ΔΙΑΦΥΓ
ΗΣ)L=63.05m
132
K03
133
ÐÑÏÓ
AÑAXÙ
BA
if any):
Participation
Road tunnel with Length of 1512,95m and Escape Tunnel with length of 1297,52m, which connect with 4 crossprovision is made for two parking niches along the road tunnel.
Arahova at the tunnel entrance (length of 24m) and ohave to be constructed. The structures comprise of two rows of sheet pile wa
Description of services provided within the assignment:
the evaluation of the geotechnical investigations as well as the NATM for six categories of support measures (A to F).
As far as the final (inner) lining is concerned, static calculations were perfas well as the cross
and Escape Tunnel with length of 1297,52m, which connect with 4 cross
Arahova at the tunnel entrance (length of 24m) and ohave to be constructed. The structures comprise of two rows of sheet pile walls connected via a roof plate.
the evaluation of the geotechnical investigations as well as the
As far as the final (inner) lining is concerned, static calculations were performed The final design of the cover&cut overpasses was also performed.
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69
ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ ΔΗΜΟΤΙΚΟΣάσφαλτος
άσφαλτος
άσφαλτος
Arahova
consultant engineers LTDDESIGN consultant
E.T.ME. PEPPAS & ASSOCIATES LTDFeggaras Georgios
A.D.F. consultant Geotechnical
+ 3.303.910,60.€ 191.118,00€ +14740,60
-------------PHASE Β’ to be approved
and Escape Tunnel with length of 1297,52m, which connect with 4 cross
Arahova at the tunnel entrance (length of 24m) and of K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will lls connected via a roof plate.
the evaluation of the geotechnical investigations as well as the final
ormed for the final design of The final design of the cover&cut overpasses was also performed.
2 1002 000
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Ρ
ΧΩΡΟΣ ΣΤΑΘΜΕΥΣΗΣ ΔΗΜΟΤΙΚΟΣάσφαλτος
Arahova Bypass
engineers LTD consultant engineers LTD
E.T.ME. PEPPAS & ASSOCIATES LTD
Geotechnical engineers LTD
+14740,60 € +43744,10 € to be approved
and Escape Tunnel with length of 1297,52m, which connect with 4 cross-
f K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will lls connected via a roof plate.
final design for the preliminary support according to the
for the final design of all the crossThe final design of the cover&cut overpasses was also performed.
2 200100
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engineers LTD E.T.ME. PEPPAS & ASSOCIATES LTD
engineers LTD
€ +43744,10 € /100%
-passages. Due to the tunnel’s length
f K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will
design for the preliminary support according to the
all the cross-sections of the road and escape The final design of the cover&cut overpasses was also performed.
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57
ΠΡΟΣ ΔΕΛΦΟΥΣ
ΠΡΟΣ ΑΡΑΧΒΩΒΑ
1160
1150
59
58
611200
/100%
passages. Due to the tunnel’s length
f K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will
design for the preliminary support according to the
sections of the road and escape The final design of the cover&cut overpasses was also performed.
2 6002 500
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914.
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ΑΜΥΓΔΑΛΙΕΣ
1100
1050
56
Á4E
55
54
53
TG2
Χ.Θ. 1+084.00
ΤΕΧΝΙΚΟ ΑΝ. ΔΙΑΒΑΣΗΣ ΥΦΙΣΤΑΜΕΝΗΣ ΟΔΟΥ L=24.00m
X .Θ
. 0+ 3
14.3
2
ΤΕΛ
ΟΣ ΜΕΛ
ΕΤΗΣ ΔS
R3
ÃÓ1
Y
O
K
L
R
E
A
ΑΡΧΗ ΤΕ
ΧΝΙΚΟΥ Α
.Δ.
Χ.Θ. 1+060.00
L=16.99m
ΑΡΧΗ
ΠΑΣΣΑΛΟΤΟΙΧΟΥ
Χ.Θ. 1
+058
.22
ΤΕΛΟΣ ΠΑΣΣΑΛΟΤΟΙΧΟΥ
Χ.Θ. 1+0
41.23
B
57
passages. Due to the tunnel’s length,
f K.O.2 and K.O.3 (length of 60m) roads at the tunnel exit will
design for the preliminary support according to the
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