JICA報告書PDF版(JICA Report PDF) - No. 12 Rio …FINAL REPORT FEBRUARY 2007 THE STUDY ON...

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

A1-52

No. 12 Rio Puerto Nuevo Bridge

Drawing Title Drawing No.

Sheet No. Main Title Sub Title

1201 1 VISTA GENERAL DE PUENTE

1202 2 REFUERZO DE LOSA

1203 3 REFUERZO DE VIGAS PRINCIPALES ADHERENCIA DE PLACA DE ACERO

1204 4 REFUERZO DE VIGAS PRINCIPALES CABLE PC (70FT)

1205 5 REFUERZO DE VIGAS PRINCIPALES CABLE PC (80FT)

1206 6 REFUERZO DE VIGAS PRINCIPALES SISTEMA DE CONEXION DE VIGAS (1)

1207 7 REFUERZO DE VIGAS PRINCIPALES SISTEMA DE CONEXION DE VIGAS (2)

1208 8 REFUERZO DE SUBESTRUCTURA BASTIONES A1, Y A2

1209 9 REFUERZO DE SUBESTRUCTURA PILAS P1 Y P2

1210 10 REFUERZO DE SUBESTRUCTURA PILAS P3 Y P4

1211 11 REFUERZO DE BASTION A1 ASIENTO

1212 12 REFUERZO DE BASTION A2 ASIENTO

1213 13 REFUERZO DE BASTION A2 FUNDACION

1214 14 REFUERZO DE PILA P1 VIGAS CABEZALES

1215 15 REFUERZO DE PILA P1 FUNDACION (1)



1218 18 REFUERZO DE PILA P2 FUNDACION







1524

0.5

2438

021

340

+0.7

5% G

r

Max

. H.W

.El.

65.

84

(Bac

kwat

er f

rom

Ter

raba

)

Exp.

Exp.

Exp.

Fix

Exp.

Exp.

Exp.

Exp.

St'd

I-B

eam

Spa

nSt

'd C

ompo

site

-Be

am S

pan

St'd

R.C

.D.G

. Sp

an

El.

51.3

8

El.

47.4

2

El.

52.5

0

El.

63.7

0

Fix

El.

53.5

3

El.

62.1

7

Fix

383.

838

1.4

1 1 2:1³+0

.75

Gr.

BAST

ON

A1

45.0

0

48.0

0

51.0

0

54.0

0

57.0

0

60.0

0

63.0

0

66.0

0

69.0

0

72.0

0

75.0

0

45.0

0

48.0

0

51.0

0

54.0

0

57.0

0

60.0

0

63.0

0

66.0

0

69.0

0

72.0

0

75.0

0

36503650

7300610 610

7300

a Pl

atan

ares

Apr

ox. 28

.5km

Shou

lder

Lin

e

Shou

lder

Lin

e

To

Palm

ar

(App

rox.

21.

7 Km

)

Shou

lder

Lin

e

Shou

lder

Lin

eC B

rgs

L0.

61m

Saf

ety

Curb

(Constant in spans 3.4 E 5) I

90,00°

90,00°

90,00°

(Constante)

91.4

4+00

60.9

6+00

30.4

8+00

0+00

2900

1370

1520 1520

3040

2900

1370

1520

3040

1520

90,00°

9 0 , 00 °

1957.35530

1130

6660

4270

4270

2142

0

23002300

4600

2300

2300 46

00

9 0 , 00 °

90,00° 3.7

2165

0

2743

2743

5486

5486

2743 2743

9 0 ,00 °

90,00°

25152515

5030

2515

2515 50

30

9 0 , 00 °

22862286

4572

2286

2286 45

72

9 0 , 00 °

90,00°

25152515

22862286

90,00°

2166

024

73,0

5015

42,9

50

3280

1220

1140

2210

3280

12201220

1140

2210

Sta. 0+7.62

C Brg. L

Sta. 0+29.12

Sta. 30.48+20.29

Sta. 60.96+11.47

Sta. 91.44+5.72

C Pier 4 L

Sta. 91.44+21.15

C Brg. L

C Pier 3 L

C Pier 2 L

C Pier 1 L

PLAN

TA

PALA

NTA

DE

FU

NDA

CIO

NES

2134

1.8

321.

4

2134

4.9

(I -

Bea

m S

pan)

( I -

Bea

m S

p an )

Tang

ent

Ref.

Lin

e

Tan

. Ref

. Li

ne

"L"

Line

82.30 79.25

76.20

73.15

67.06

64.00

60.96

57.90

57.90

57.90

56.70

56.08

56.08

57.91

60.96

664.00

67.06

70.10

73.15

79.2578.6478.00

73.15

6 0. 9 6

70.10

67.06

64.00

6 0. 3 5

6 0 . 3 5

6 0. 3 5

5 9 .7 4

5 9 .1 3

5 7. 9 1

5 6. 7 0

5 6. 0 8

5 5. 4 7 5

5 5. 4 7

5 6. 0 8

5 6. 7 0

6 0 .3 5

60.9

65

5 6. 0 8

56.08

º 61.

5764

.00

67.0

65

70. 1

0

73.1

5

82.3

0

Fin. Gr El. 72.14

C Brg. Sta 91.44+21.15 L

C Brg. Sta 91.44+5.53 LC Brg. Sta 91.44+5.91 L




Fin. Gr El. 71.35

C Brg. Sta 00.00+7.62 L

7500

7500

6000

6000

6500

6500

4500

2440

4500

2440

(Gab

ione

s)

(Gab

ione

s)

2008

.3

914

1464

4572

1464

257

5486

257

735

5030

735

464

4572

464

787300

460

950

300

300 1820

520

520

300 1820

520

520

1820

520

520

450

1820

520

450

470

480

1300600

914

914

280

280

914

280

586

1500

586

1500

586

1500

574

3350

574914

Adh

erec

ia d

e La

min

a de

FRP

(l

ado

Supe

rior

& l

ado

Infe

rior

)

Pavi

men

to A

sfál

tica

(5c

m)

Impe

rmea

bili

zaci

on

Ree

mpl

ato

de J

unta

de

Expa

ncio

n

Ensa

ncha

r Fu

nda

cion

Cab

le P

C

6000

6500

5500

7500

1000

011

17,9

8 500

500

1000

010

00

20000

PILA

P1

PILA

P2

PILA

P3

PILA

P4

A2

500

Ensa

nch

ar F

unda

cion

Ensa

ncha

r Fu

ndac

ion

Ensa

ncha

r Fu

ndac

ion

EVEV

ACIO

N

1800

0

18000

1800

0

Cab

le P

C C

able

PC

Cab

le P

C

Prot

ecci

on D

e Cav

ce

Prot

ecci

on D

e Csv

ce

(Rip

rap)

Prot

ecci

on D

e Ta

lud

Fix

Fix

Fix

Fix

Pla

ca D

e Ac

ero

Adh

erec

ia D

e

(Rip

rap)

Prot

ecci

on D

e Ta

lud

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 - 53

FINAL REPORTFEBRUARY 2007



A1 - 54




A1 - 55




A1 - 56




A1 - 57




A1 - 58




A1 - 59




A1 - 60




A1 - 61




A1 - 62




A1 - 63




A1 - 64




A1 - 65




A1 - 66




A1 - 67




A1 - 68




A1 - 69




A1 - 70




A1 - 71




A1 - 72




A1 - 73




A1 - 74




A1 - 75




A1 - 76


JICA報告書PDF版(JICA Report PDF) - No. 12 Rio …FINAL REPORT FEBRUARY 2007 THE STUDY ON...

Documents

Transcript of JICA報告書PDF版(JICA Report PDF) - No. 12 Rio …FINAL REPORT FEBRUARY 2007 THE STUDY ON...