no. 16 rio nuevo bridge -...
TRANSCRIPT
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION FINAL REPORT PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES FEBRUARY 2007 OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAM ORIENTAL CONSULTANTS CO., LTD. CHODAI CO., LTD
A1-77
No. 16 Rio Nuevo Bridge
Drawing Title Drawing No.
Sheet No. Main Title Sub Title
1601 1 VISTA GENERAL DE PUENTE
1602 2 REFUERZO DE LOSA INCREMENTO DE LOSA (1)
1603 3 REFUERZO DE LOSA INCREMENTO DE LOSA (2)
1604 4 REFUERZO DE VIGAS PRINCIPALES ADHERENCIA DE PLACA DE ACERO
1605 5 REFUERZO DE VIGAS PRINCIPALES REEMPLAZO DE VIGA TRANSVERSAL
1606 6 REFUERZO DE VIGAS PRINCIPALES BARRA DE ACERO DE ALTA RESISTENCIA
1607 7 REFUERZO DE SUBESTRUCTURA BASTION A1, PILAS P1 Y P2
1608 8 REFUERZO DE BASTIONES A1 Y A2 ASIENTO
1609 9 REFUERZO DE BASTION A1 FUNDACION (1)
1610 10 REFUERZO DE BASTION A1 FUNDACION (2)
1611 11 REFUERZO DE PILA P1 FUNDACION (1)
1612 12 REFUERZO DE PILA P1 FUNDACION (2)
1613 13 REFUERZO DE PILA P1 FUNDACION (1)
1614 14 REFUERZO DE PILA P1 FUNDACION (2)
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 78
FINAL REPORTFEBRUARY 2007
Not
as:
Ant
es d
e in
crem
enta
r el e
spes
or d
e la
losa
de
conc
reto
en
la p
arte
sup
erio
r, se
deb
e pi
car
la lo
sa y
rem
over
el m
ater
ial d
e 1c
m d
e es
peso
r de
la lo
sa. L
as g
rieta
s ex
iste
ntes
en
la lo
sa
de c
oncr
eto
se d
eben
repa
rar p
or m
edio
de
inye
ccio
n de
resi
na, d
espu
es s
e co
loca
el
refu
erzo
en
la lo
sa p
icad
a. E
l con
cret
o us
ado
para
el i
ncre
men
to d
e la
losa
deb
e se
r de
fibra
s de
con
cret
o co
n la
suf
icie
nte
resi
sten
cia
com
o el
con
cret
o de
"Cla
se A
". E
l esp
esor
de
l con
cret
o pa
ra e
l inc
rem
ento
de
la lo
sa d
ebe
ser d
e 10
cm
.
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 79
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 80
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 81
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 82
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 83
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 84
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 85
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 86
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 87
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 88
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 89
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 90
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 91
FINAL REPORTFEBRUARY 2007
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION FINAL REPORT PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES FEBRUARY 2007 OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAM ORIENTAL CONSULTANTS CO., LTD. CHODAI CO., LTD
A1-92
No. 17 Rio Chirripo Bridge
Drawing Title Drawing No.
Sheet No. Main Title Sub Title
1701 1 VISTA GENERAL DE PUENTE
1702 2 REFUERZO DE SUBESTRUCTURA PILAS P1 Y P2
1703 3 REFUERZO DE PILAS : COLUMNAS PILAS P1 Y P2
1704 4 REFUERZO DE FUNDACIONES PILAS P1 Y P2 (1)
1705 5 REFUERZO DE FUNDACIONES PILAS P1 Y P2 (2)
465
0082800
46500
11300
4005250 5250
400
110
00750
9500
750
3000 2450 3000
4500
11300
400 5250 5250 400
11000
9500
750
3000 3000
4500
175800
46500
82800
46500
JUNTA DE EXPANCION
JUNTA DE EXPANCION
CAR
PETA
ASFALTICA
JUNTA DE EXPANCION
JUNTA DE EXPANCION
PROTECTION DE CONCRETO
ENSANCHAMIENTO DE FNDACION
ENSANCHAMIENTO DE FNDACION
PROTECTION DE CONCRETO
IMPERMEABILIZACION
ESCALA 1:500
Espe
cific
acio
nes;
Dise
no: A
ASH
TO S
tand
ard
Spe
cific
atio
ns fo
r Hig
hway
Brid
ges,
17
Edi
cion
-200
2, e
xcep
to e
n
la
s no
tas.
C
arga
Viv
a: H
S20
+ 25
%.
Nota
s G
ener
ales
:C
oncr
eto:
Tod
o el
con
cret
o es
cla
se "A
" a m
enos
que
se
indi
que
lo c
ontra
rio.
Todo
s el
conc
reto
deb
e se
r col
ado
en a
mbi
ente
sec
o. S
e de
be h
acer
un
chaf
lan
de 2
cm e
n
to
dos
los
bord
es e
xpue
stos
a m
enos
que
se
indi
que
lo c
ontra
rio. T
odas
las
supe
rfici
es s
obre
la li
nea
de te
rreno
deb
e fo
rmar
se c
on M
ader
a de
form
alet
a y
esas
sup
erfic
ies
expu
esta
s de
ben
tene
r un
acab
ado
de re
pello
exc
epto
en
las
supe
rfici
es d
e la
losa
.Ju
ntas
de
Con
stru
ccio
n: L
as ju
ntas
de
cons
trucc
ion
de la
sub
estru
ctur
a de
ben
ser
horiz
onta
les.
Las
sup
erfic
ies
de c
oncr
eto
exis
tent
e, d
onde
se
colo
ca c
oncr
eto
nuev
o,
debe
n se
r pic
adas
par
a lo
grar
una
bue
na c
onex
ion
con
el c
oncr
eto
nuev
o.
Acer
o de
Ref
uerz
o: E
l ace
ro d
e re
fuer
zo d
ebe
ser d
e va
rilla
s co
rruga
das
Gra
do 6
0.
T
odas
las
dim
ensi
ones
rela
cion
adas
al r
efue
rzo
de a
cero
son
de
cent
ro a
cen
tro d
e
va
rilla
. A m
enos
que
se
indi
que
lo c
ontra
rio, l
as v
arilla
s de
ben
colo
cars
e a
100m
m d
e
la
supe
rfici
e de
con
cret
o m
as c
erca
na.
El a
cero
de
refu
erzo
est
ara
suje
to ri
gida
men
te
al e
spac
iam
ient
o es
peci
ficad
o m
ient
ras
el c
oncr
eto
es c
oloc
ado.
Tod
as la
s va
rillas
d
eben
tras
lapa
rse
35 d
iam
etro
s a
men
os q
ue s
e in
diqu
e lo
con
trario
.So
ldad
ura:
Tod
as la
s co
nexi
ones
sol
dada
s de
ben
ser h
echa
s po
r med
io d
el p
roce
so d
el a
rco
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 93
FINAL REPORTFEBRUARY 2007
10001500
10001500
2500
400
1500 1000
750
1500 1000
2500
11000
9500 750
BC-C
10500
400
750
B
400
11300
B-B
A-A
CC
ESCALA 1:100
5800
300
5200
300
1000
3200
1000
2600
3002000300
D-D
DD
5000
20003000
5800
300
2000
5000
3000
2600
300
2600
2900
10001300
11300
5250
5650
11000
4750
5500
200
500200
500
200
200
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 94
FINAL REPORTFEBRUARY 2007
[email protected]=3770
([email protected]=3456)
2600
3002000300
100100100100100
100
[email protected]=3770
([email protected]=3456)
250
9@300=2700
250
9@300=2700
250
250
5800
300
5200
300
1300
3200
1300
5800
2900
2900
300
2600
2600
300
100
2800
2800
100
5005000
10016@300=4800100
16@300=4800
5000
100
500
100
R1216
3820
3200
360
R111
6
3200
360
3506
34-#5x7380
3P -
P -34-#5x7070
4
4800
P -46-#5x4800 1
4800
46-#5x4800 2 P -
♯5
P -
3P -♯
54
P -♯
51
P -♯
52
P -♯
51
P -♯
55
P -♯
36
P -♯
51
♯5
2P -
6P -♯
3
5♯
5P -
♯5
3P -
4P -♯
5
L3L2
132
240
240
150
263
P -330-#5x620
5
120-#3x420
P -
6
20003000
AN
CLA
JE
TAM
AN
O
#m
mm
mm
mm
m
39.
515
016
020
412
.720
021
023
515
.924
025
026
619
.129
030
029
722
.234
035
033
825
.439
040
036
928
.744
045
039
1032
.349
050
043
1135
.854
055
046
L4
L1
ESCALA 1:50
H-H
I-I
HH
II
MA
RC
A
DETA
LLE D
E A
NC
LAJE
NO
TA
S:
Con
cret
o: E1 c
onc
reto
que
se
utili
zara
par
a la
pro
teccin
deba
jo d
e la
base
deb
ese
r C
lase
"C
". E1 r
esto
del concre
to d
ebe s
er
Cla
se "
A"N
otes
:.
Anc
laje
s: L
os h
ueco
s de
anc
laje
deb
en s
er p
erfo
rado
s co
n la
pro
fund
idad
y
diam
etro
com
o lo
mue
stra
la ta
bla
de a
cuer
do a
l dia
met
ro d
e la
bar
ra d
e an
claj
e.
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 95
FINAL REPORTFEBRUARY 2007
400
400
113
00
5650
5650
100200350
20@250=50
0020@250=50
00350200 100
G-G
F-F
3@250
=750
100 150
1000
750
100
2@250
=500150
11300
100200
35020@250=500020@250=5000350200100
11000
100
2@250
=500
400
18@
250=
4500
18@
250=4500
400
2@2
50
=500
100
F -
1♯
7
♯7
F -
42F -♯
7♯
72
F -
3F -♯
7
♯7
3F -
♯11
7F -
F -♯
117
♯11
6F -
♯11
6F -
♯11
F -5
♯11
8F -
1000
150100
3@250
=750
750
5500
18@
250=4500
400
2@250
=500
100
540
10
340
10
24010
F -♯
513
♯7
F -2
♯4
F -
11♯6
F -9
6♯
11
F -
12♯
4F -
♯7
1F -
5♯
11F -
9♯
6F -
10♯
4F -
3♯
7F -
♯4
11
F -
F -♯
11
7
♯7
3F -
11♯
4F -
F -♯
117
3@250
=750
100 150
1000
12♯
4F -
9F -♯
6
4F -
14
F -♯
7
♯5
♯6
F -
9
♯11
8F -
1010
340
240
10
540
3@250
=750
100 150
1000
400
100200 100
750
4750
4750
750
40052505250400
C
D
EE
C
AA B
B
FF
GG
ESCALA 1:50
A-A
B-B
D-D
E-E
C-C
L3L2
AN
CLAJE
TA
MAN
O
#m
mm
mm
mm
m
39.
515
016
020
412
.720
021
023
515
.924
025
026
619
.129
030
029
722
.234
035
033
825
.439
040
036
928
.744
045
039
1032
.349
050
043
1135
.854
055
046
L4
L1
MA
RC
A
DETA
LLE D
E A
NC
LAJE
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 96
FINAL REPORTFEBRUARY 2007
108
00
4-#7x11480
1F -
111
00
6-#7x11780
F -3
990
82-
#7x990
2F -
474-#7x640
F -
640
1190
6F -82-
#11x1190
6-#
11x10000
7-1
F -
4-#
11x11880
F -5
8
840
F -74-#11x840340
340 340
340
540
540
108
00
540
540
9460
3260
1620
6-#11x3800
F -
7-2
290
290
799
9176
-#6x1380
F -
10832
200
200
4-#4x11240
F -
10
11132
200
200
8-#4x11540
11
F -
793
F -
12
200
200
82-#4x1200
240
426
164-#5x670
13
F -
148-#5x830
14
F -
585
240
kg
kg
kg
kg
kg
MARCA
LONGITUD
PESO
F1
F2
F3
F4
F5
F6
F7-1
F7-2
F8
F9
F10
F11
F12
F13
F14
#7
#7
#7
#7
#11
#11
#11
#11
#11 #6
#4
#4
#4
#5
#5
11480
990
11780
640
11880
1190
10000
3800
840
1380
11240
11540
1200
670
830
4
82 6
74 4
82 6 6
74
176 4 8
82
164
148
3.042
3.042
3.042
3.042
7.907
7.907
7.907
7.907
7.907
2.235
0.994
0.994
0.994
1.552
1.552
34.
922
3.012
35.
835
1.947
93.
935
9.409
79.
070
30.
047
6.642
3.084
11.
173
11.
471
1.193
1.040
1.288
179
3
140
247
215
144
376
772
474
180
492
543
45
92
98
171
191
418
0 kg
kg
kg
kg
#11
#7
#6
#5
#4
#3
TOT
AL
2294
746
543
2127
235
28
5973
P1
P2
P3
P4
P5
P6
#5
#5
#5
#5
#5
#3
4800
4800
7380
7070
620
420
46
46
34
34
330
120
1.552
1.552
1.552
1.552
1.552
0.560
7.450
7.450
11.
454
10.
973
0.962
0.235
343
343
389
373
317
28
(82)
(74)
(82)
(74)
(164)
(148)
(120)
(12
0)
(15
6)
(15
6)
(31
2)
(74
4)
( )
ANCLAJE
ESCALA 1:50
(kg/m)
kg
kg
ACERO DE REFUERZO
THE STUDY ON CAPACITY DEVELOPMENT IN BRIDGE REHABILITATION PLANNING, MAINTENANCE AND MANAGEMENT BASED ON 29 BRIDGES OF NATIONAL HIGHWAY NETWORK IN COSTA RICA
JICA STUDY TEAMORIENTAL CONSULTANTS CO., LTD.CHODAI CO., LTD
A1 - 97
FINAL REPORTFEBRUARY 2007