anexo 5. notas técnicas (versión española)open_jicareport.jica.go.jp/pdf/12174744_03.pdf ·...
TRANSCRIPT
ANEXO 5. Notas Técnicas
(versión española)
Anexo 5-1
5. Notas Técnicas (versión española)
Anexo 5-2
Anexo 5-3
Anexo 5-4
Anexo 5-5
Anexo 5-6
Anexo 5-7
Anexo 5-8
Anexo 5-9
Anexo 5-10
Anexo 5-11
Anexo 5-12
Anexo 5-13
Anexo 5-14
Anexo 5-15
Anexo 5-16
Anexo 5-17
Anexo 5-18
Anexo 5-19
Anexo 5-20
Anexo 5-21
Anexo 5-22
ANEXO 6. Listado de Datos Recopilados
Anexo 6-1
6. Listado de Datos Recopilados
Nombre del Estudio: Estudio Preparatorio para el Proyecto de Construcción del Puente Paso Real en la
República de Nicaragua
No.
Nombre de Dato
Modalidad
(documento /
video / mapa/
foto, etc.)
Original /
copia
Órgano
emisor
1 Mapa geológico de Nicaragua 1-750000 Dato digital copia MTI
2 Informe Hidrotécnico, marzo 2001 Dato digital copia MTI
3 Reglamentos Nacionales de Construcción RNC-07 Dato digital copia MTI
4 Mapa de Áreas de Inundaciones de Nicaragua Dato digital copia MTI
5 Mapa de Riesgos del Deslizamiento Matiguás Dato digital copia MTI
6 Mapa de Riesgos del Deslizamiento Muy Muy Dato digital copia MTI
7 Terremotos y Huracanes de Nicaragua Dato digital copia MTI
8 Mapa de Red Vial de Nicaragua 2012 Dato digital copia MTI
9 Antecedentes del Destruido Puente Paso Real Original Dato digital copia MTI
10 Inventario Vial de NIC. 21- B
(Empalme Muy Muy - Puerto Cabezas) Dato digital copia MTI
11 Inventario de Puentes de NIC-21B Dato digital copia MTI
12 Estudio de tráfico: TPDA-Tramos de Paso Real Dato digital copia MTI
13 Estudio de Diseño Básico de Paso Real Julio 2011 Dato digital copia MTI
14 Precio unitario de materiales prefabricados Nov. 2013 Dato digital copia MTI
15 Precio de Herramientas y Equipos de Construcción
Nov. 2013 Dato digital copia MTI
16 Precio de Materiales de Construcción Nov. 2013 Dato digital copia MTI
17 Precio Unitario de Mano de Obra Dato digital copia MTI
18 Rendimiento de Mano de Obra Dato digital copia MTI
19 Número de Vehículos Matriculados
Parque Vehicular 2002-2012 final Dato digital copia MTI
20 Tráfico Cruzado de Fronteras TPDA-Fronteras HN-CR Dato digital copia MTI
21 Indices de Mapas INETER Dato digital copia MTI
22
Otros Proyectos Relacionados DANIDA BCIE
INVERSIONES EXTERNAS - MTI elaborado
21-NOV 2013
Dato digital copia MTI
23 Diagnóstico y Evaluación del Puente Paso Real
Ficha de Paso Real Provisional Dato digital copia MTI
24 Situación Actual de la Industria Primaria Dato digital copia MTI
25 Mapa Meteorológico NIC Dato digital copia MTI
26 Mapa Topográfico 1-50000 Dato digital copia MTI
27 Organigrama de MTI Documento copia MTI
MTI: Ministerio de Transporte e Infraestructura
MAY 2014
No.No. ofSheets
1 LOCATION MAP 1 PR - 01
2 GENERAL NOTES 1 PR - 02
3 GENERAL PLAN OF APPROACH ROAD 1 PR - 03
4 GENERAL PROFILE OF APPROACH ROAD 1 PR - 04
5 GENERAL VIEW OF PASO REAL BRIDGE 1 PR - 05
6 STRUCTURAL DRAWING OF SUPERSTRUCTURE OF PASO REAL BRIDGE 1 PR - 06
7 STRUCTURAL DRAWING OF A1 ABUTMENT 1 PR - 07
8 STRUCTURAL DRAWING OF A2 ABUTMENT 1 PR - 08
9 STRUCTURAL DRAWING OF P1 BRIDGE PIER 1 PR - 09
10 TYPICAL CROSS SECTION OF APPROACH ROAD 1 PR - 10
11 TYPICAL CROSS SECTION OF ACCESS ROAD 1 PR - 11
12 CROSS SECTION OF APPROACH ROAD 7 PR - 12 ~18
13 PLAN OF APPROACH ROAD ( DRAINAGE ) 2 PR - 19 ~20
14 STRUCTURE OF DRAINAGE FACILITIES 6 PR - 21 ~26
15 PLAN OF APPROACH ROAD ( ANCILLARY ) 2 PR - 27 ~28
16 DETAIL OF CEMENT CONCRETE PAVEMENT 1 PR - 29
17 STANDARD TREATMENT OF ACCESS ROAD 1 PR - 30
18 ROCKFALL PROTECTION FENCE 2 PR - 31 ~32
19 STAIRS 1 PR - 33
20 ANCILLARY WORK 1 PR - 34
21 PEDESTRIAN MARKINGS 1 PR - 35
22 PLAN OF APPRACH ROAD (ROAD SIGNS) 2 PR - 36 ~37
23 REGULATORY/PROHIBITORY ROAD SIGNS 1 PR - 38
24 GROUTED RIPRAP REVETMENT 1 PR - 39
25 RIVER BED PROTECTION WORKS 1 PR - 40
26 REINFORCEMENT PLAN OF EXISTING TEMPORARY BRIDGE 1 PR - 41
27 TEMPORARY PIER 1 PR - 42
DRAWING TITLE
CONTENTS OF DRAWINGS (PASO REAL BRIDGE)
DRAWING No.
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-LOCATION MAP 01
APPLICATION
2. CONCRETE
GENERAL
CROSS FALL SECION
FHi %i %
1.
ROAD
SUPER ELEVATION SECTION
FH
i %i %
(UNDIVIDED)
4.4
18
24
21
CONSTRUCTION JOINT
e.
f.
g.
3.
4.
5.
-
-
-
-
c. CONCRETE COVER TO THE SURFACE OF REINFORCEMENT
MINIMUM CONCRETE COVER TO THE SURFACE OF REINFORCEMENT SHALL BE 35mm
FOR BEAM AND 40mm FOR COLUMN IN THE ATMOSPHERE, 70mm FOR COLUMN AND
FOOTING UNDER EARTH UNLESS SHOWN OTHERWISE ON DRAWINGS.
1. SCALE
ATTENTION IS DIRECTED TO THE FACT THAT THE SCALES INDICATED IN THE
DRAWINGS ARE FOR A1-SIZE. WHEN PRINTED ON OTHER SIZES, THE SCALES
SHALL BE READ ACCORDINGLY.
2. UNIT
ALL DIMENSIONS SHOWN IN THE DRAWINGS ARE IN MILLIMETERS UNLESS
OTHERWISE SPECIFIED.
ALL ELEVATIONS SHOWN IN THE DRAWINGS ARE IN METERS, AND ARE LOCALLY
ESTABLISHED BASED ON TEMPORARY BENCH MARK OF THIS PROJECT.
3. COORDINATE SYSTEMALL COORDINATE VALUES IN THE DRAWINGS ARE CONFORMITY WITH "WGS84
UTM ZONE 16N".
ALL COORDINATES AND LEVELS ARE GIVEN IN METRES.
4. TECHNICAL STANDARDS
5. SHOP DRAWING
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE CONSULTANT PRIOR
TO COMMENCEMENT OF THE WORK.
THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN DETOURS WHERE
NECESSARY DURING CONSTRUCTION TO ACCOMMODATE EXISTING TRAFFIC.
DETOURS SHALL BE DESIGNED BY THE CONTRACTOR SUBJECT TO APPROVAL BY
THE CONSULTANT.
ALL FALSE WORK AND TEMPORARY STRUCTURES SHALL BE DESIGNED BY THE
CONTRACTOR AND SHALL BE SUBJECTED TO THE APPROVAL BY THE
CONSULTANT.
6.
7.
REINFORCED CONCRETE SUPERSTRUCTURES SUCH AS RC
SLABS. HEAVILY REINFORCED SUBSTRUCTURES SUCH AS
ABUTMENTS, PIER, FOOTINGS, CAST-IN-PLACE BORED
PILES. REINFORCED CONCRETE STRUCTURES SUCH AS
U-DITCH CONCRETE COVER OR AS INDICATED IN THE
DRAWINGS.
REINFORCED CONCRETE STRUCTURES SUCH AS
U-DITCHES, BOX CULVERT, STAIRS. CONCRETE
STRUCTURES SUCH AS CEMENT CONCRETE PAVEMENT OF
THE BRIDGE OR AS INDICATED IN THE DRAWINGS.
UNREINFORCED OR LIGHTLY REINFORCED STRUCTURES
SUCH AS GRAVITY CONCRETE FOUNDATION FOR ROCKFALL
PROTECTION FENCE, GROUTED RIPRAP REVETMENT,
U-DITCH, V-SHAPED DITCH, LEAN CONCRETE, OR AS
INDICATED IN THE DRAWINGS.
b. BAR BENDING, SPLICING, AND PLACING
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL OF SHOP
DRAWINGS INDICATING THE BENDING, CUTTING, SPLICING AND INSTALLATION OF
ALL REINFORCING BARS.
BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN CONCRETE SHALL
NOT BE FIELD BENT UNLESS PERMITTED BY THE CONSULTANT.
BAR SPLICING NOT INDICATED ON DRAWINGS SHALL BE SUBJECT TO THE
APPROVAL OF THE CONSULTANT.
WELDED SPLICES, IF APPROVED BY THE CONSULTANT, SHALL DEVELOP IN
TENSION AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH OF THE BARS.
NOT MORE THAN 50% OF THE BARS AT ANY ONE SECTION SHALL BE SPLICED.
UNLESS OTHERWISE SHOWN ON DRAWINGS. THE CLEAR DISTANCE BETWEEN
PARALLEL BARS IN LAYER SHALL BE MORE THAN 40mm OR 4/3 TIMES THE
MAXIMUM SIZE OF COARSE AGGREGATE OR SHALL NOT BE LESS THAN 1.5 TIMES
THE NOMINAL DIAMETER OF THE BAR.CENTRAL AMERICA ROAD GEOMETRY DESIGN GUIDELINE(SECRETARIA DE
INTEGRACION ECONOMICA CENTROAMERICANA)
NICARAGUA CONSTRUCTION STANDARD (MINISTRY OF TRANSPORT AND
INFRASTRUCTURES)
AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES
AASHTO A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS
AASHTO URBAN COLLECTOR ROAD
AASHTO DESIGN OF PAVEMENT STRUCTURES
DESIGN SPECIFICATIONS OF HIGHWAY BRIDGES (JAPAN ROAD ASSOCIATION)
RIVER MANAGEMENT FACILITIES DESIGN STANDARD (JAPAN RIVER
ASSOCIATION)
-
-
-
-
-
-
-
-
CEMENT CONCRETE PAVEMENT OF APPROACH ROAD
COMPRESSIVESTRENGTH
(N/mm2)
BENDINGSTRENGTH
(N/mm2) (1)
(2)
(3)
(4)
(5)
(6)
INCLUDE NOTES ON BORED PILES (CAST IN PLACE)
BORED PILES SHALL BE 2.5mØ FOR ABUTMENT A1 & A2. ESTIMATED LENGTH PER PILE
SHALL BE 19.0m FOR ABUTMENT A1 AND 8.0m FOR ABUTMENT A2. MINIMUM EMBEDMENT
OF BOTTOM OF PILES IS 50cm INTO BEARING LAYER WITH AN ULTIMATUM BEARING
CAPACITY OF 3,000kN/m. IF THE ABOVE CONDITION IS NOT MET DURING CONSTRUCTION,
THE PILE SHOULD BE INCREASED/INCREASED AND THE CONSULTANT SHOULD BE
NOTIFIED FOR CONFIRMATION.
FORMWORK
FORMWORKS SHALL BE CONSTRUCTED SUCH THAT IT WILL NOT YIELD UNDER THE
LOAD AND SHALL BE SUCH AS TO AVOID THE FORMATION OF FINE. ALL CORNERS OF
CONCRETE MEMBERS SHALL BE CHAMFERED TO 20mm UNLESS NOTED OTHERWISE
ON DRAWINGS. STRIPPING OF FORMS AND SHORES SHALL BE AS DESIGNATED BY THE
CONSULTANT. THE FOLLOWING MAYBE USED AS A GUIDE :
PROTECTION AND CURING OF CONCRETE
CONCRETE SURFACES SHALL BE PROTECTED FROM HARMFUL EFFECTS OF SUN.
WIND AND RUNNING WATERS SHALL BE KEPT DAMP FOR AT LEAST 7 DAYS.
STRUCTURAL STEEL
THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR ALL
STRUCTURAL STEEL WORK. THESE SHOP DRAWINGS SHALL BE APPROVED BY THE
CONSULTANT BEFORE ANY FABRICATION COMMENCES.
SHORING
CAMBER FOR STEEL SUPERSTRUCTURES WERE DETERMINED BASED ON THE USE OF
SHORINGS DURING CONSTRUCTION.
THE POSITION AND FORM OF ANY CONSTRUCTION JOINT SHALL BE AS WITH THE
CONSULTANT.FALSEWORK
ALL FALSEWORK SHALL BE DESIGNED BY THE CONTRACTOR SUBJECT TO THE
APPROVAL BY THE CONSULTANT.FORMATION HEIGHT(FH)
DESIGN ELEVATION STIPULATED AS "FORMATION HEIGHT" IN THE DRAWINGS
SHALL BE DEFINED BY FOLLOWING POINTS.
d.
MATERIAL1. REINFORCING BAR
REINFORCING STEEL SHALL BE DEFORMED HIGH YIELD BARS GRADE 60 IN
COMPLIANCE WITH ASTM A615M OR EQUIVALENT.
REINFORCING FABRIC SHALL COMPLY WITH ASTM A185M.
BAR MAT REINFORCEMENT FOR CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A184M.
ALL REINFORCING BARS SHALL HAVE DEFORMED SURFACES.
REINFORCING STEEL SHALL BE FREE OF MILL SCALES, OR ANY SUBSTANCES
WHICH WILL WEAKEN THE BOND WITH CONCRETE.
-
-
-
-
-
THE SETTING OUT AND THE ELEVATIONS OF THE DIFFERENT COMPONENTS OF
THE STRUCTURE SHALL BE APPROVED BY THE CONSULTANT PRIOR TO THE
START OF ANY CONSTRUCTION WORK.
1. REINFORCED CONCRETE
CONSTRUCTION SHALL MEET THE SPECIFICATIONS UNDER ITEMS OF TECHNICALSTANDARDS.
CONSTRUCTION
2. REINFORCED CONCRETE
a. CONCRETE MIX AND PLACING
DESIGN OF CONCRETE MIX SHALL MEET THE DESIGN CONCRETE STRENGTH
GIVEN UNDER ITEM 1 AND 2 OF MATERIALS.
CONCRETE SHALL BE DEPOSITED, VIBRATED AND CURED IN ACCORDANCE
WITH THE SPECIFICATIONS
THE CONTRACTOR SHALL SUBMIT TO THE CONSULTANT FOR APPROVAL
PLACING SEQUENCES FOR ALL CONCRETE WORK.
(1)
(2)
(3)
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-NONE
GENERAL NOTES 02
Casa
Casa
Casa
Casa
Casa
Casa
Casa
Escuela Ruben Dario
Alc
BM2
BM1
SEÑAL
SEÑAL
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
X
X
X
XX
XX
XX
XX
XX
X
XX
XX
XX
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
XX
X X X X X X X X X X X X X X X X X X
X X XX
XX
X
XXXXXXXXXX
XX
XX
X
X
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
X
X
X
X
XXX
XX
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
X X X X
XXXXX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
X
XX
X
XX
X
X
X
X
X
X
X
X
X
X X X X
X X X X X
PT
PTPT
PTPTPTPTPTPTPT
PTPTPT
PT
PT
PT
PT
PT
PT
PL
PL
PL
PL
PL
NO.0+0.000R=∞
NO.0+62.192
NO.0+680.000
R=∞
NO.0+100
NO.0+200 NO.0+300
8.0%
NO.0+400 NO.0+500 NO.0+600IP.1
BP
EP
BC.1
N
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-
END POINT
L=22
5.0m
APPR
OAC
H R
OAD
START POINT
BRIDGE LENGTH L=170.0m APPROACH ROAD L=285.0m
GENERAL PLAN OF APPROACH ROADS=1:1000
EXISTING TEMPORARY BRIDGE
03
230.00
240.00
250.00
260.00
R=90
2.5%
2.5%
2.5%
3.5%
3.5%
2.5% 2.5%
2.5%
+020
+040
+060
+080
+100
+120
+140
+160
+180
+200
+220
+240
+260
+280
+300
+320
+340
+360
+380
+400
+420
+440
+460
+480
+500
+520
+540
+560
+580
+600
+620
+640
+660
+680
+062.192
+171.973
259.509
L=109.781
DL=220.00
0+000
END POINT
STATION
HEIGHTFORMATION
ALIGNMENTVERTICAL
HEIGHTGROUND
CURVATUREHORIZONTAL
ELEVATIONSUPER
L=62.192R=∞
L=508.027R=∞
START POINT
L=60.000
leveli=7.969%L=130.000 2
49.640
260.000
260.000 i=0.750%L=460.000 2
46.190 i=2.300%
L=30.000 245.500
VCL=40 K=5
VCL=65
VCL=60
0+040
K=9
K=39
0+080
0+157.5
0+620
0+222.5
0+680
+190
260.00
260.00
260.00
259.43
259.37
258.48
257.00
255.26
253.12
251.17
250.00
249.37
247.96
246.91
246.24
246.00
236.73
235.13
230.69
230.00
231.97
241.81
246.30
246.67
247.00
246.48
246.79
247.00
246.28
246.00
246.00
246.00
246.00
246.00
246.00
245.85
245.00
260.000
260.000
260.000
259.602
258.406
256.812
255.218
253.625
252.034
250.718
250.227
249.846
249.418
249.265
249.115
248.965
248.815
248.665
248.515
248.365
248.215
248.065
247.915
247.765
247.615
247.465
247.315
247.165
247.015
246.865
246.715
246.565
246.415
246.213
246.074
245.908
245.500
▽ HWL=244.50251.193
248.66
+650
246.00
BRIDGE LENGTH L=170.0mAPPROACH ROAD L=225.0m APPROACH ROAD L=285.0m
0+225
0+395
WIDENING 1.40
1.40
1.40
1.40
+032.192
260.00
260.000
+201.973
247.86
249.731
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR- GENERAL PROFILE OF APPROACH ROADH=1:1000V=1:200
04
230.00
240.00
250.00
260.00
R=90
+140
+160
+180
+200
+220
+240
+260
+280
+300
+320
+340
+360
+380
+400
+420
+171.973
L=109.781
DL=220.00
STATION
HEIGHT
FORMATION
ALIGNMENT
VERTICAL
HEIGHT
GROUND
CURVATURE
HORIZONTAL
ELEVATION
SUPER
L=508.027
R=∞
i=7.969%L=130.000
249.640 i=0.750%L=460.000
+190
3.5%
2.5% 2.5%
PROFILE SCALE 1:500
GENERAL VIEW OF PASO REAL BRIDGE
PLAN SCALE 1:500
Casa
Casa
E
SondeoCBR
CBR
CBR
CBR
NO.0+171.973
R=90
R=∞
L=109.781
NO.0+200
NO.0+300
NO.0+400
No.0+225
No.0+310
No.0+395
Concrete
SONDEO
NO.A
SONDEO
NO.B
SONDEO
NO.2
SONDEO
NO.1
253.12
251.17
250.00
249.37
247.96
246.91
246.24
246.00
236.73
235.13
230.69
230.00
231.97
241.81
246.30
246.67
253.625
252.034
250.718
250.227
249.846
249.418
249.265
249.115
248.965
248.815
248.665
248.515
248.365
248.215
248.065
247.915
251.193
248.66
H.W.L ▽244.5
0+157.5
0+222.5
VCL=65 K=9
270.00
BM2
SONDEO NO.1
SONDEO NO.ASONDEO NO.B
SONDEO NO.2
BM1
N
170000
169800
84150 84250
No.0+225
3000 3000
No.0+395
A1 P1
A2
14000
14000
15000
12500
8500
6000
3000
2-CCP 2500L=19.0m
M
A1
3-CCP 2500L=8.0m
F
A2
M
21500
170000
50169800150
84150 84250
+225
249.377
246.74
A1 +310
248.740
233.04
P1 +395
248.103
246.21
A2
FH=249.377
FH=248.740
FH=248.103
P1 ▽245.00▽245.00
▽246.51
700 700
10000
12280
10830
150
700
50
700
5500
3000
8500
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-GENERAL VIEW OF PASO REAL BRIDGE AS SHOWN
84.150 + 84.250 m
1.000m(FOOTWAY) + 7.500m(LANE) + 1.000m(FOOTWAY)
SECONDARY PRINCIPAL ROAD
DESIGN CRITERIA
170.000m
LIVE LOAD AASHTO HS20-44×125% OR EQUIVALENT
BRIDGE LENGTH
SPAN LENGTH
TOTAL WIDTH
kh=0.25(DIRECTION OF BRIDGE AXIS)
kh=0.25(BRIDGE AXIS RIGHT-ANGLED DIRECTION)
CLASSIFICATION OF ROAD
DESIGN SPEED 40km/h
REVERSED T-ABUTMENT, WALL TYPE CONCRETE PIER
CAISSON PILE(A1, A2), SPREAD FOUNDATION(P1)
SUBSTRUCTURE TYPE
FOUNDATION TYPE
DESIGN SPECIFICATIONS OF HIGHWAY BRIDGES
(MARCH 2002, JAPAN ROAD ASSOCIATION)SPECIFICATION CRITERIA
STEEL TRUSSSUPER STRUCTURE TYPE
05
700 SPAN LENGTH 84150 (LEVEL LENGTH) SPAN LENGTH 84250 (LEVEL LENGTH) 700
50GIRDER LENGTH 169800 (LEVEL LENGTH)150
BRIDGE LENGTH 170000 (LEVEL LENGTH)
ELEVATION S=1:300
PLAN S=1:300
SPACE OF PANEL POINT 16x10525=168400 (SKEW LENGTH)
10000
M M F
A1
0.750%
A2
P1
0+225.0
0
No. 0+
310.0
5
No. 0+
395.0
0
No.
700 SPAN LENGTH 84150 (LEVEL LENGTH) SPAN LENGTH 84250 (LEVEL LENGTH) 700
50GIRDER LENGTH 169800 (LEVEL LENGTH)150
BRIDGE LENGTH 170000 (LEVEL LENGTH)
ST1
ST2
ST3
ST4
ST5
1215
4x2100
=8400
1215435
435
CL
465
1000
200
7500
435
10830
435
11700
465
1000200
4651000
200 7500 2001000
465
10830
2501100
250 1100
1215 4x2100=8400 1215 435435
11700
2.5%2.5%1150
200
1620
RC SLAB t=200mm
CARRIAAGEWAY
BRIDGE CROSS SECTION S=1:100
210 250
9480
270230
10000
155
700
CONCRETE PAVEMENT t=50mm
STRUCTURAL DRAWING OF SUPERSTRUCTUREAS SHOWN
STRUCTURAL DRAWING OF SUPERSTRUCTURE OF PASO REAL BRIDGE
84.150 + 84.250 m (SKEW LENGTH)
1.000m(FOOTWAY) + 7.500m(LANE) + 1.000m(FOOTWAY)
θ=90°
CONTINUOUS THROUGH TRUSS BRIDGE
DESIGN CONDITION
CONCRETE PAVEMENT t = 50mm
UNPAINTED WEATHERING STEEL
SMA400W,SMA490W,S10TW
DESIGN STANDARD σck=24N/mm2
REINFORCING BAR SD345
RC-SLAB t=200mm
ONE DIRECTIN ONE DAY:1980UNITS
170.000m (LEVEL LEGTH)
LIVE LOAD LIVE LOAD TYPE-B
BRIDGE LENGTH
SPAN LENGTH
WIDTH
SKEW ANGLE
PAVEMENT
PLANNED TRAFFIC VOLUMEOF LARGE・SIZED VEHICLE
MATERIAL GRADE
RC SLAB
kh=0.25(DIRECTION OF BRIDGE AXIS)
kh=0.25(BRIDGE AXIS RIGHT-ANGLED DIRECTION)SEISMIC COEFFICIENT
DESIGN SPECIFICATIONS OF HIGHWAY BRIDGES(MARCH 2002, JAPAN ROAD ASSOCIATION)
DESIGN STANDARD
TYPE OF SUPERSTRUCTURE
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-OF PASO REAL BRIDGE
06
STRUCTURAL DRAWING OF A1 ABUTMENT SCALE 1:100
▽249.377
1 - 1
▽243.377
200
100
5826
1800
2230
1796
14000
1585 465 1000 200 3750 3750 2001000 465 1585
1150 11700 1150
100 14000 100
2000 10000 2000
2-CCP 2500L=19.0m
CL
3
6000
1800
2230
1970
2.5%
Concrete Pave.t=50mm
2.5%501100
250
1150
250
501100
200
100
5826
1150
1800
2230
1796
3
▽249.253▽249.381
2 - 2
14000
1585 465 1000 200 3750 3750 200 1000 465 1585
100 14000 100
2000 10000 2000
2-CCP 2500L=19.0m
CL
2.5%
Concrete Pave.t=50mm
2.5%501100
250
250
501100
▽249.257
200
100
1800
5830
1150
4030
200
100
1800
5830
4030
14000
2000 10000 2000
3000
200
2600
200
1500
1500
1585 500 9830 500 15856004
1800
3634
570
2600
750
850
1000 500
500
5000
500 915 8000 915 500
5000
CL
14000
1585 4651000200 2001000465 15853750 3750
1150 11700 1150
4 - 4
200
100
6004
1800
3634
570
1600500205000
750850500
3 - 3
200
100
6000
1800
2230
1970
100 3000 100
15001500
CCP 2500L=19.0m
▽249.377
5 - 5
6 - 6
▽245.177
▽247.407
▽249.203
▽243.377
▽245.177
▽249.207
▽243.377
▽245.177
▽247.407
▽249.381
0.75%
4
5
4
5
200 200
▽245.445
5868
1150
800
3000
268
1800
3766
5826
1150
1800
2230
1796
16005500
5005000
1:1.5
▽243.377
▽245.177
▽247.407
▽249.203
▽248.445
▽249.2450.75%
6
6
6
6
2
1
2
1
500
500
500
500
DETAILS SCALE 1:30
825
100
344
30
270
40
34
φ155 φ155
1088
34 50 920 5034
90 740 90
ANCHOR BOLT 55 825
100
344
30
270
40
34
φ155 φ155
868
3450 700 5034
90 520 90
868
3450
700
5034
90
520
90
1088
3450 920 5034
90 740 90
TRANSVERSE LONGITUDINAL
LONGITUDINAL
TRANSVERSE
ANCHOR BOLT 55
DETAILS SCALE 1:50
▽249.377
▽247.407
▽249.371
1964
34310
1620
2100205000
750850500
570
200
350
20
0.75%
1150
LEAN CONCRRETE σck=18N/mm2
CRUSHED STONE
LEAN CONCRRETE σck=18N/mm2
CRUSHED STONE
LEAN CONCRRETE σck=18N/mm2
CRUSHED STONE
LEAN CONCRRETE σck=18N/mm2
CRUSHED STONE
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-STRUCTURAL DRAWING OF A1 ABUTMENTAS SHOWN
07
STRUCTURAL DRAWING OF A2 ABUTMENT SCALE 1:100
▽248.103
1 - 1
▽242.603
200
100
5326
1800
1680
1846
14000
1585 465 1000 200 3750 3750 2001000 465 1585
1150 11700 1150
100 14000 100
2000 2@5000=10000 2000
3-CCP 2500L=8.0m
CL
3
5500
1800
1680
2020
2.5%
Concrete Pave.t=50mm
2.5%501100
250
1150
250
501100
200
100
5326
1150
1800
1680
1846
3
▽247.979▽248.099
2 - 2
14000
1585 465 1000 200 3750 3750 200 1000 465 1585
100 14000 100
2000 2@5000=10000 2000
3-CCP 2500L=8.0m
CL
2.5%
Concrete Pave.t=50mm
2.5%501100
250
250
501100
▽247.975
200
100
1800
5322
1150
3522
200
100
1800
5322
3522
14000
2000 2@5000=10000 2000
3000
200
2600
200
1500
1500
1585 500 9830 500 15855496
1800
3126
570
2600
750
850
1000
500
500
4000
915 8000 915
5000
CL
14000
1585 4651000 200 200 1000 465 15853750 3750
1150 11700 1150
4 - 4 5 - 56 - 6
▽244.403
▽246.083
▽247.929 ▽247.925
4
5
4
5
▽244.762
3160
5326
1150
1800
1680
1846
1600 4500
500 4000
1:1.5
▽247.929
▽247.095
▽247.895
6
6
6
6
500
500
500
500
DETAILS SCALE 1:30
DETAILS SCALE 1:50
500 500
100 3000 100
15001500
1600 500 20 5000
500750850
CCP 2500L=8.0m
200
100
5500
1800
1680
2020
200
100
5496
1800
3126
570
200200
1
2
1
2
3 - 3
▽242.603
▽244.403
▽242.603
▽244.403
▽246.133
▽248.103▽248.099
0.75%
5292
1150
1800
359
2333
800
0.75%
▽242.603
▽244.403
▽246.083
1472
3650 1300 5036
1092
36 50 920 50361500
100
406
30
300
70
36
φ200 φ200
160 980 160
φ200 φ200
1500
100
406
30
300
70
36
ANCHOR BOLT 100
160 600 160
ANCHOR BOLT 100
1092
3650
920
5036
160
600
160
1472
36 50 1300 5036
160980160
TRANSVERSE LONGITUDINAL
TRANSVERSE
LONGITUDINAL
▽246.083
▽248.103
0.75%
▽248.109
2100 20 5000
850 750 500
2026
1620
370
36
570
200
350
20
1150
LEAN CONCRRETE σck=18N/mm2
CRUSHED STONE
LEAN CONCRRETE σck=18N/mm2
CRUSHED STONE
LEAN CONCRRETE σck=18N/mm2
CRUSHED STONE
LEAN CONCRRETE σck=18N/mm2
CRUSHED STONE
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-STRUCTURAL DRAWING OF A2 ABUTMENTAS SHOWN
08
STRUCTURAL DRAWING OF P1 BRIDGE PIER
200
21500
1800
16500
2700
100 12500 100
1800
16500
2700
200
21500
SCALE 1:100
500
500
2000 2000
CL2
▽248.740
15000
1650 11700 1650
100 8500 100
200
21500
2300
16500
2700
2600
2800
1400 1400
15000
1650 11700 1650
2000 2000
2800
1400
1400
12500
8500
2950
2950
1300 8400
R=1300
1 - 1 2 - 2
3 - 3
4 - 4
H.W.L ▽244.5
▽246.505
2
3
4
3
4
1
1
▽248.740
▽246.505
1620
DETAILS SCALE 1:50
TRANSVERSE LONGITUDINAL
TRANSVERSE
LONGITUDINAL
1610
30
3050
1450
50
160
1130
160
2110
30 50 1950 50 30
1601630160
ANCHOR BOLT 100
160 1630 160
30 50 1950 5030
2110
1500
100
615 515
70
30
φ200 φ200
ANCHOR BOLT 100
1610
30 50 1450 50 30
1500
100
φ200 φ200
615 515
70
303030
2600
11000
1620
DETAILS SCALE 1:50
2235
H.W.L ▽244.5
▽248.740
▽246.505
2800
1400 1400
▽225.005
1620
515
70
30
▽227.705
▽244.205▽244.705
160 1130 160
750 750
1300 8400 1300
100 100
2950 2950
▽244.205
1300
R=1300
R=1300
R=1300
750 750
100
2600
100
▽225.005
▽227.705
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-STRUCTURAL DRAWING OF P1 BRIDGE PIER AS SHOWN09
140033501600 1400 1600
3.5%
3350Carriage Way
12700
Carriage WayShoulder/Sidewalk
Shoulder/Sidewalk
CurveWidening
CurveWidening
3.5%
Cement Concrete (t1=25cm)
Rockfall Protection Fence
U-Ditch
1:0.5
(H=2.5m)
Rockfall Protection Fence
U-Ditch
(H=2.5m)
2.5%2.5%
33501600 16003350Carriage Way
9900
Carriage WayShoulder/Sidewalk
Shoulder/Sidewalk
U-DitchU-Ditch
Base Course (t2=20cm)
FILL
250 250
1:1.51:1.0
1:1.51:1.5
500 500800 500 500800
FH
FH
Sub-base Course (t3=25cm)
Base Course (t2=20cm)
Sub-base Course (t3=25cm)
LevelLevel
Cement Concrete (t1=25cm)fb=4.4N/mm2
fb=4.4N/mm2
1000
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-S=1:50TYPICAL CROSS SECTION OF APPROACH ROAD 10
4000
1750 1750
LEVEL
1:1.5FILL
Gravel (t=10cm)
250CL
1:1.5
250
5.0%
FILL
FH
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-S=1:50
TYPICAL CROSS SECTION OF ACCESS ROAD 11
FH=260.000
GH=260.00
NO.0
9900
33501600 3350 1600
DL=260.0
FH=260.000
GH=260.00
NO.0+20
9900
33501600 3350 1600
DL=260.0
FH=260.000
GH=260.00
NO.0+40
1:1.5
DL=260.0
FH=259.602
GH=259.43
NO.0+60
10558
33501600 3350 1600
DL=255.0
329329
12488
1294 3350 1294 1600
1:1.5
1:1.0
8.00%
33501600
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-S=1:200
CROSS SECTION OF APPROACH ROAD (1/7) 12
1:1.0
FH=258.406
GH=258.48
NO.0+80
12700
140033501600 3350 1400 1600
DL=255.0
FH=256.812
GH=257.00
NO.0+100
12700
140033501600 3350 1400 1600
DL=255.0
1:1.0
FH=255.218
GH=255.26
NO.0+120
12700
140033501600 3350 1400 1600
DL=255.0
1:1.0
S=1:200CROSS SECTION OF APPROACH ROAD (2/7) 13
FH=253.625
GH=253.12
NO.0+140
12700
140033501600 3350 1400 1600
DL=255.0
FH=252.034
GH=251.17
NO.0+160
12700
140033501600 3350 1400 1600
DL=250.0
FH=250.718
GH=249.37
NO.0+180
DL=250.0
11926
101333501600 3350 1013 1600
1:1.5
1:1.5
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-S=1:200
CROSS SECTION OF APPROACH ROAD (3/7) 14
FH=249.418
GH=246.27
NO.0+240
DL=245.0
FH=249.115
GH=246.00
NO.0+260
DL=245.0
FH=248.965
GH=236.73
NO.0+280
DL=240.0
FH=249.846
GH=247.96
NO.0+200
1:1.5 1:1.5
DL=245.0
FH=249.418
GH=246.91
NO.0+220
9900
33501600 3350 1600
1:1.5 1:1.5
DL=245.0
9994
4733501600 3350 47 1600
4651000
200 7500 2001000
465
10830
4651000
200 7500 2001000
465
10830
4651000
200 7500 2001000
465
10830
1:1.5
S=1:200CROSS SECTION OF APPROACH ROAD (4/7) 15
FH=248.215
GH=241.81
NO.0+380
DL=240.0
FH=248.065
GH=246.30
NO.0+400
9900
33501600 3350 1600
1:1.5
1:1.5
DL=245.0
FH=247.915
GH=246.67
NO.0+420
9900
33501600 3350 1600
1:1.5
1:1.5
DL=245.0
FH=247.765
GH=247.00
NO.0+440
9900
33501600 3350 1600
1:1.5 1:1.5
DL=245.0
FH=247.615
GH=246.48
NO.0+460
9900
33501600 3350 1600
1:1.5 1:1.5
DL=245.0
FH=247.465
GH=246.79
NO.0+480
9900
33501600 3350 1600
1:1.5 1:1.5
DL=245.0
1:1.5
1:1.5
1:1.0
1:1.0
1:1.01:1.0
1:1.0
1:1.5
1:1.5
4651000
200 7500 2001000
465
10830
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-S=1:200
CROSS SECTION OF APPROACH ROAD (5/7) 16
FH=247.315
GH=247.00
NO.0+500
9900
33501600 3350 1600
1:1.5 1:1.5
DL=245.0
FH=247.165
GH=246.28
NO.0+520
9900
33501600 3350 1600
1:1.5 1:1.5
DL=245.0
FH=247.045
GH=246.00
NO.0+540
9900
33501600 3350 1600
1:1.5
DL=245.0
FH=246.865
GH=246.00
NO.0+560
9900
33501600 3350 1600
1:1.5
DL=245.0
FH=246.715
GH=246.00
NO.0+580
9900
33501600 3350 1600
1:1.5
DL=245.0
FH=246.565
GH=246.00
NO.0+600
9900
33501600 3350 1600
1:1.5
DL=245.0
1:1.5
1:1.5
1:1.5 1:1.5
1:1.5
1:1.5
1:1.5
1:1.0
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-S=1:200
CROSS SECTION OF APPROACH ROAD (6/7) 17
1:1.0
FH=246.415
GH=246.00
NO.0+620
9900
33501600 3350 1600
1:1.5
DL=245.0
FH=246.213
GH=246.00
NO.0+640
9900
33501600 3350 1600
1:1.5
DL=245.0
FH=245.908
GH=245.85
NO.0+660
9900
33501600 3350 1600
DL=245.0
FH=245.500
GH=245.50
NO.0+680
9900
33501600 3350 1600
DL=245.0
1:1.5
1:1.5
1:1.0
1:1.5
1:1.5
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-S=1:200
CROSS SECTION OF APPROACH ROAD (7/7) 18
Casa
Casa
Casa
Casa
Casa
Alc
SEÑAL
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
X
X
XX
XX
XX
XX
X
X
X
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
X XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX
X X X X X XX
XX
XX
XX
XX
XXXXXXXXXXXXXXXXXXXX
XX
XX
XX
XX
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
XXXXXX
XX
XX
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X X X X X X X X X
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NO.0+100
NO.0+200 NO.0+300
8.0%
NO.0+400
N
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-
V-SHAPED DITCH 300/900×300 L=2.0
V-SHAPED DITCH 300/900×300 L=2.0
U-DITCH(TYPE1) 300×300 L=23.0
U-DITCH(TYPE1) 300×440 L=43.7
CATCH BASIN(CB-B)
BOX CULVERT (400×400) L=9.9CATCH BASIN(CB-A)
U-DITCH(TYPE2)300×440 L=111.9
U-DITCH(T
YPE2)
300×440L=124.8
(DRAINAGE (1)) PLAN OF APPROACH ROAD
GABION N=1
GABION N=1
S=1:1000
EARTH DITCH L=39.8
EARTH DITCH L=35.4
19
N
Escuela Ruben Dario
SEÑAL
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X X X X X X X X X
XXXXXXXXX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
X
NO.0+400 NO.0+500 NO.0+600
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-
U-DITCH(TYPE1) 300×300 L=6.0U-DITCH(TYPE2) 500×(400to660) L=260.0
U-DITCH(TYPE2) 500×(400 to 660) L=260.0
CATCH BASIN(CB-C)
CATCH BASIN(CB-C)
U-DITCH(TYPE1) 300×300 L=7.0
GABION MAT N=2
(DRAINAGE (2)) PLAN OF APPROACH ROAD S=1:1000
V-SHAPED DITCH 500/1100×300 L=60.0
CATCH BASIN (CB-D) 800×800×500-B
CATCH BASIN (CB-D) 800×800×500-A
U-DITCH(TYPE1) 500×300 L=17.0
20
U-DITCH(Type1) S=1:10
300150 150
600
50 50
100
450
150
300
Concrete(PCC)
σCk=18N/mm2
Crushed Stone
CROSS SECTION
300150 150
600
50 50
100
590
150
440
Concrete(PCC)σCk=18N/mm2
Crushed Stone
900
1324
212212
300 300300
450
150
300
424 Grouted Riprap
(150mm~200mm Boulders)
1:1.01:1.0
V-SHAPED DITCH S=1:10
300×300
CROSS SECTION
300×440
CROSS SECTION
300/900×300
150
1100
1524
212212
500 300300
450
150
300
624 Grouted Riprap
(150mm~200mm Boulders)
1:1.01:1.0
CROSS SECTION
500/1100×300
150
500150 150
800
50 50
100
450
150
300
Concrete(PCC)
σCk=18N/mm2
Crushed Stone
500×300
CROSS SECTION
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
STRUCTURE OF DRAINAGE FACILITIES(1)(U-DITCH, V-SHAPED DITCH)
21
150 300 150
600
100
440
150
300
Crushed Stone
Concrete
σCk=21N/mm2140
430 55
70 70
50
COVER
150
60 60
60
50
700
Lean Concrete
Re-Bar D13
σCk=18N/mm2
U-DITCH(Type2) S=1:10
CROSS SECTION CROSS SECTION
150 500 150
800
100
400~660
150
300~560
100
630 55
70 70
50
COVER
Crushed Stone900
430
140
630
100
30
30 370 30
430
50
400
50
500
D13
R2
D13R1
20
30 570 30
630
50
400
50
500
D13
R2
D13R1
20100
20
20
U-DITCH CONCRETE COVER(DCV) S=1:10
SECTION
PLAN
Concrete
σCk=24N/mm2
Concrete
σCk=21N/mm2
DCV-400DCV-600
Re-Bar D13Re-Bar D13
20100
20
20
20 100 20
20
20 100 20
20
DCV-400DCV-600
500×(400to660)300×440
Concrete
σCk=18N/mm2
BAR ARRANGEMENT S=1:20
B SizeLength
(㎜)No.
Weight/m
(㎏)
Weight
(㎏)Size
Pitch
n1×2
Pitch
n2No.
Weight/m
(㎏)
Weight
(㎏)
U-Ditch
REINFORCEMENT BAR LIST(/m)
Remark
LATERAL Bar R1 LONGITUDINAL Bar R2
Total Weight
(㎏)× H
300 × 440 1160 0.9955 D13 0.9954.975 4 2 7 6.216 6.965
150 300 150
600
590
150
440
Concrete140
60 60
60
50
Re-Bar D13
140
60
50
150
300
590
200
Re-Bar D13
Re-Bar D13
(a-a)
SIDE VIEW
n1-1 ×
pitch1-1
R1
R2
(pitch1-1≦
300)
a
b
U-DITCH(Type-2)
CROSS SECTION
b
a
60
150 300 150
600
200
60
Re-Bar D13
Re-Bar D13
PLAN
n2×pitch2
R2
R1
(pitch2≦300)
(c-c)
D13
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
STRUCTURE OF DRAINAGE FACILITIES(2)(U-DITCH, COVER, BAR ARRANGEMENT)
22
H=1:500
V=1:20
H=1:500
V=1:20
246.00246.00
400
640
150
150
660
245.60
245.34
i=0.100%
U-500* (400to660) L=260.000
END P
OINT
No.0+400.
0
START
POINT
No.0+660.
0
Right Side
245.00 245.00
10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000620
600
580
560
540
520
500
480
460
440
420
246.00
150
400
Left Side245.00 245.00
246.00
U-500* (400to660) L=260.000
10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000
END P
OINT
No.0+400.
0
START
POINT
No.0+660.
0
245.60
660
150
245.34
660
620
600
580
560
540
520
500
480
460
440
420
i=0.100%
LONGITUDINAL VIEW
U-DITCH(Type2)
500×(400to660)
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
STRUCTURE OF DRAINAGE FACILITIES(3)(U-DITCH)
23
CATCH BASIN at SLOPE S=1:20
100
940
46510
465
365 5050
50
50
840
90939390
90
90
100
100
100
90
90
90
90
100
30
10465465
5-D
12×
840
COVER 465×940
940
ConcreteσCk=21N/mm2
10-D12×365
200 800 200
125 5 940 5 125
1200
200
800
200
1255
940
5125
1200
200 800 200
125 5 940 5 125
1200
200
100
200
1500
100
75 75
1400
100
Crushed Stone
σCk=18N/mm2
SECTION
PLAN
COVER FOR CB-C(BCV-C)
SECTION
PLAN
45
18
Concrete(PCC)
HOLE
S=1:4DETAIL OF HOLE
340 200
400
250
1200
200 800 200
1200
200
400
200
200
800
200
1200
800 200200
1200
200
200
1500
100
1400
100
Crushed Stone
CATCH BASIN(CB-B)
SECTION
PLAN
167
600
400
400
1300
σCk=18N/mm2Concrete(PCC)
533
200
200
1:1.5
250
300
250
300
300
300
400
50
StepD16×800
Anticorrosive PaintD16×800
100100
200
100
(a-a)
a a
U-DITCHBOX CULVERTBOX CULVERT
U-DITCHU-DITCH
U-DITCH
BOX CULVERTU-DITCH
400
300
CATCH BASIN(CB-A)
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
STRUCTURE OF DRAINAGE FACILITIES(4)(CATCH BASIN)
24
PLAN
200 1000 200
SECTION
1924
100
U-DITCH
200 1000 200
1924
710
150
U-DITCH
100
1600
200
361
660
200
1:1.5
300
Concrete(PCC)
Crushed Stone
σCk=18N/mm2
U-DITCH
U-DITCH
(a-a)
524
524
300
150
100100
500
CATCH BASIN(CB-C)
aa
200
800
200
1200
250
250
379
300
150
150
1200
500
GABION S=1:40
2000
EARTH DITCH S=1:20
H
W1
W21:1.0 1 :1.0
200 800 200
1200
200
800
200
1200
200 800 200
1200
300
200
200
700
100
1400
100
PLAN
300
500
200
U-DITCH
500
300
250
200 800 200
1200
200
800
200
1200
200 800 200
1200
200
200
700
100
1400
100
PLAN
300
500
200
V-SHAPAD DITCH500
V-SHAPAD
DITCH
U-DITCH
U-DITCH
σCk=18N/mm2
Concrete(PCC)
U-DITCH
U-DITCH
500
SECTION
CATCH BASIN(CB-D)
SECTION
800*800*500(TYPE-A) 800*800*500(TYPE-B)
σCk=18N/mm2
Concrete(PCC)
σCk=18N/mm2
Concrete(PCC)σCk=18N/mm2
Concrete(PCC)
Crushed StoneCrushed Stone
CATCH BASIN at SLOPE S=1:20
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
STRUCTURE OF DRAINAGE FACILITIES(5)(CATCH BASIN, EARTH DITCH, GABION)
25
n1@250=b3
B1
tb1
b2 tb1
b2
n2@250=h3
H1
th1h2
th1
h2
PROCESSING OF BAR
S1 D16
F1 D16
th1
h2n2@250=h3
H1
th1
h2
4@250=1000
W1 D16
F1 D16
S1 D16
4@250=1000
W1 D16
F1 D16S1 D16
DECK SLAB
CROSS SECTION
4@250=1000
W1 D16
F1 D16 S1 D16
BASE
WING
Form
Size
Reinforcement Bar List
F 1
Mark
W 1
4
1
4
Mark
S 1
Remarks
1.560
(kg)
Weight/mLength No.
18.720
8.736
8.7362.184
1.560
2.184
Unit Weight
(kg)
Weight
(kg)
L 1
1000
360
(mm)
D16
D16
D16
1000
1400
Size No. L 4
400
(mm)L 2
118
(mm)L 3
400
(mm)H
(mm)R
(mm)
75
D16
D16
D16
36.192D16TOTAL
Type Number : 1 B 400 × H 400
F 1
W 1
S 1
Length
3601400 400118 400 75
1000
1400
1400 4
12
4
4
12
4
n1@250=b3
B1
tb1
b2 tb1
b2
n1@250=b3
B1
t b1
b2
FORM 4
R
L2
Reinforcing Bars Processing Table
FORM 1
L1L3
L1
R
L2
L4
tb1
b2
REINFORCING BARS PROCESSING S=1:20
Crushed Stone
Lean Concrete
150 400 150
700
150
400
150
150
100
700
900
100
BOX CULVERT(400×400)
100
ConcreteσCk=21N/mm2
b
b
a
c
a
c
(b-b)
(a-a)
(c-c)
Re-Bar D16
1.560
1.560
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
STRUCTURE OF DRAINAGE FACILITIES(6)(BOX CULVERT)
26
Casa
Casa
Casa
Casa
Casa
Alc
SEÑAL
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
X
X
XX
XX
XX
XX
X
X
X
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
X XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX
X X X X X XX
XX
XX
XX
XX
XXXXXXXXXXXXXXXXXXXX
XX
XX
XX
XX
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
XXXXXX
XX
XX
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X X X X X X X X X
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NO.0+100
NO.0+200 NO.0+300
8.0%
NO.0+400
ESC
UELA
N
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-(ANCILLARY (1)) PLAN OF APPROACH ROAD
METAL BUOY N=26
PLAN OF APPROACH ROAD S=1:1000
PROTECTIONFANCE(H=2.5) L=70.0
ROCKFALL
FANCE(H=2.5) L=96.0
GROUTED RIPRAPREVETMENTGUARDRALL L=35.7
GUARDRALL L=17.0
NO.0+100
NO.0+200 NO.0+400
REFLECTOR TYPE B(WHITE) N=69
REFLECTOR TYPE B(WHITE) N=67
REFLECTOR TYPE A(YELLOW) N=69
NO.0+100
NO.0+200 NO.0+400
PROTECTION
ROCK FALL
CEMENT
CONCRETE
PAVEMENT
CEMENT CONCRETE PAVEMENT
ACCESS ROAD L=63.0
L=225.0
27
N
Escuela Ruben Dario
SEÑAL
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X X X X X X X X X X X
XXXXXXXXXXX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
X
NO.0+400 NO.0+500 NO.0+600 ESCUELA
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-
1:1.5 W=3.0m,L=4.9m
PLAN OF APPROACH ROAD
STAIRS
METAL BUOY N=26
(ANCILLARY (2)) PLAN OF APPROACH ROAD S=1:1000
GUIDEPOST N=3
GUIDEPOST N=3
NO.0+400 NO.0+500
( REFLECTOR TYPE B(WHITE) N=69 )
( REFLECTOR TYPE A(YELLOW) N=69 )
( REFLECTOR TYPE B(WHITE) N=67 )
NO.0+400 NO.0+500
CEMENT CONCRETE PAVEMENT L=285.0
28
10000 10000
CA
RR
IAG
EW
AY
9400 C
L
PLAN
TRANSVERSE JOINT
CEMENT CONCRETE fb=4.4N/mm2
500 15@600=9000 500
Tie Bars
4700
4700 LONGITUDINAL JOINT
A
A
B B
Dowel Bars 250
16@
300=4200
250
500 15@600=9000 500
12.0
25
SECTION 'A-A'
FORMED GROOVE WITH KEYWAYSFILLED WITH POURED JOINT FILLER
5
DEFORMED TIE BAR
FIRST SLAB
250
92
66
92
(LONGITUDINALE JOINT)
φ12mm×600mm @600mm O.C12.0
25
SECTION 'B-B'
FORMED GROOVE WITH POUREDJOINT FILLER
5
(φ25mm×600mm @300mm O.C.TO BE PAINTED WITH RED
FIRST SLAB
LEAD AND THEN GREASED
PLAIN DOWEL BAR
250
(TRANSVERSE JOINT)
250
METALLIC MESH
CONCRETE
DETAIL OF CEMENT CONCRETE PAVEMENT
(3kg/m2)
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-DETAIL OF CEMENT CONCRETE PAVEMENTAS SHOWN
DETAIL OF CEMENT CONCRETE PAVEMENT S=1:10
29
ACCESS ROAD
3500
PROFILE S=1:200
CROSS SECTION S=1:50
1:1.5
FILL
PAVEMENT S=1:20
ACCESS ROAD
5.085 2.000 63.000
2.500%8.000%
DL=240
245
249.578 249.401
FILL
700
250250
4000
Cement Concrete(t1=25cm)
Base Course (t2=20cm)
Sub-base Course (t3=25cm)
Gravel (t=10cm)
63.000
PLAN S=1:200
9.200
APPROACH ROAD
ACCESS ROAD
5.085 2.000
APPROACH ROAD
5.000%LEVEL
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
STANDARD TREATMENT OF ACCESS ROAD
STANDARD TREATMENT OF ACCESS ROAD
30
ROADWAY SIDE
2100~
4300
500
500
150
3300
2500
800
2500
1130~1700
150300
30300
7@300=2100
100
30
3000 3000
75
750
300
300
300
300
300
300
300
300
100
650
800
1050
800
2500
3300
412
1579
1217
CONCRETE FOUNDATION
MOUNTAIN SIDE
500
FRONT VIEW INTERMEDIATE CROSS SECTIONEDGE-PART CROSS SECTION
PLAN
630to1290
150
1:0.3
CONCRETE FOUNDATION
500
1:0.3
150
300
(σck=18N/mm2)(σck=18N/mm2)
2100~
4000 1500
1000
2500
1500
1000
PVC PIPE(φ50)
100 100
200
1130~1790100 100
200
50
SUPER STRUCTURE REINFORCED BARφ13 SUBSTRUCTURE REINFORCED BAR φ13
250
420
200
50 50
SUBSTRUCTURE REINFORCED BARφ13
SUPER STRUCTURE REINFORCED BARφ13
DETAILS OF REINFORCED BAR AT INTERMEDIATE POST
75
50
50
[-100×50×3.2-540
SUPPORT(SMALL)
[-150×75×4.5-2500
SUPPORT(LARGE)
TERMINAL POST H-150×150×7×10-3300CABLE TERMINAL CABLE 3×7 G/O φ18 U-VOLT
M10×30×60
BIND WIRE
1500mm INTERVAL (AT EDGE 750mm)WIRE(φ4)
INTERMEDIATE POST H-150×75×5×7-3300
CONCRETE FOUNDATION(σck=18N/mm2)
MATERIAL TO KEEP
CABLE INTERVAL
PL-65×4.5
U-BOLT FOR CABLE STOPPINGM12×40×60
WIRE NET
(GALVANIZING)(φ3.2,50×50)
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-
ROCKFALL PROTECTION FENCE (H=2.5m) S=1:50
( )ROCKFALL PROTECTION FENCE 1AS SHOWN
31
2500
2100
2500
2100
2500
2100
2550
2100
2500
2100
2500
2100
2500
2100
2500
2100
2500
2100
2500
2100
2520
2100
2520
2100
3380
2800
200
200
70000
5000 5000 5000 5000 5000 5000 5000 5000 5000 5000 6000 6000 8000
250.00250.00
START POINT
No.0+110.0
END POINT
No.0+180.0
No.0+160.0
No.0+140.0
No.0+120.0
253.740
255.330
252.900
256.920
252.330
257.720500 23 @ 3000 = 69000 500
H-150×75×5×7-3300
H-150×75×5×7-3300
H-150×150×7×10-3300
H-150×150×7×10-3300
250.00
96000
50005000500050005000500050005000500050005000500060007000
2500
2100
2100
2500
2100
2500
2100
2500
2100
2700
2100
2700
2300
2700
2300
2700
2300
2650
2300
2650
2400
3000
2500
3900
3200
3500
3450
2900
START POINT
No.0+120.0
No.0+140.0
No.0+160.0
No.0+180.0
200
No.0+110.0
No.0+193.0
END POINT
ACCESS ROAD
60007000
3800
4300
4050
250.00
252.080
256.520
254.920
253.330
251.500
3600
3200
2700
5000 5000
2500
257.320
200
2500
500 23 @ 3000 = 69000 500500
5004 @ 3000 = 12000500
5004 @ 3000 = 12000
250.450
H-150×75×5×7-3300
H-150×75×5×7-3300
H-150×75×5×7-3300
H-150×150×7×10-3300
H-150×150×7×10-3300
No.0+20.0
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-
LONGITUDINAL VIEW S=1:300
LEFT SIDE
RIGHT SIDE
( )ROCKFALL PROTECTION FENCE 2AS SHOWN
32
1:1.5
L=9@300=270016
60
3000
PLAN
290
200
3400
L=9@300=2700
1-1 SECTION
11
200 3000 2003400
60
200
3600
120 60
440
180
22
200
2-2 SECTIONCrushed Stone
Base Concrete
ConcretekσC =21N/mm2
D13@250L=3250×29
100100
kσC =18N/mm2
300
200
Crushed Stone
Base Concrete
D13@250
kσC =18N/mm2
ConcretekσC =21N/mm2
150
50
100
50
290
247.66
1:1.5
L=5@300=1500
940
410
300
200
Crushed Stone
Base Concrete
D13@250
kσC =18N/mm2
ConcretekσC =21N/mm2
15050 100
50
3000
200
3400
200
L=5@300=1500410
246.94
246.00246.00
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
STAIRS
STAIRS S=1:30
33
GUIDEPOST S=1:20
800
600
150150
2000
□150
300
White Paint
Black Paint
SIDE WALK
ConcreteσCk=18N/mm2
DETAILS OF SPEED REDUCTOR S=1:50
A-A SECTION
CL
3350 1600
2.5%
3350
PLAN
AA
BB
1600 1600
250
B-B SECTION
3350
33501600
2.5%
250
250
500
250
500
500
500 500 500
R120
Metal Buoy
Metal Buoy
(All Laps In Direction Of Traffic)
FRONT VIEW S=1:40
Post At 1900×8=15200
Flared W Beam Type Of End Termination
525
SECTION THROUGH W-BEAM S=1:10
310
80
10°
Symmetrical About C/L60
80
30
80
60
55°
700
525
310
410
TYPICAL POST
1100
W-BEAM TERMINAL SECTION
350
85
700
250
320
300
Edge Of Carriage Way
Shoulder
150 150
100
150 150
12 Gauge (2.74mm) Galvanised Steel Beam
Guardrail Post
Block Same As
Post Section
(Steel 150×100×6×9mm)
PLAN
GUARDRAIL S=1:20
1:1.5
380
Block Same As
Post Section
Guardrail Post (Steel 150×100×6×9mm)
12 Gauge (2.74mm) Galvanised Steel Beam
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
ANCILLARY WORK
ANCILLARY WORK
34
3400
600
600
CROSS WALKS S=1:50
L
CENTER LINE (SOLID YELLOW) S=1:50
SIDE LINE ① (SOLID WHITE) S=1:50
L=3500
150
STOP LINE MARKING S=1:50
100
100
600
600
3250
400400 150018001500
5000~10000
STOP LINE
SCHOOL ZONE S=1:50
Traffic Flow
Traffic Flow
Traffic Flow
C LC L
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWNPEDESTRIAN MARKINGS
NOTE: THE MATERIALS, DIMENSION, SHAPES, COLOR, SIZE OF NUMERALS, LETTERS AND INSTALLATION LOCATION SHALL CONFORM
WITH THE SPECIFICATION OF SIECA.
REFLECTOR
(BOTH SIDE) (ONE SIDE)
S=1:3
TYPE A (YELLOW) TYPE B (WHITE)
PEDESTRIAN MARKINGS
35
Casa
Casa
Casa
Casa
Casa
Alc
SEÑAL
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
X
X
XX
XX
XX
XX
X
X
X
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
X XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX
X X X X X XX
XX
XX
XX
XX
XXXXXXXXXXXXXXXXXXXX
XX
XX
XX
XX
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X
X
XXXXXX
XX
XX
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X X X X X X X X X
XX
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PTPTPT
PTPTPT
PT
PT
PT
PT
NO.0+100
NO.0+200 NO.0+300
8.0%
NO.0+400
ESC
UELA
N
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-(ROAD SIGN (1)) PLAN OF APPROACH ROAD S=1:1000
36
N
Escuela Ruben Dario
0200
0220
0240
0260
0280
030
0
0
036
0380
0400
0420
0440
SEÑAL
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X X X X X X X X X
XXXXXXXXX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
X
PT
PTPT
PTPTPTPTPT
PL
PL
PL
NO.0+400 NO.0+500 NO.0+600 ESCUELA
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-(ROAD SIGN (2)) PLAN OF APPROACH ROAD S=1:1000
37
R-2-1
E-3-1,R-2-1,E-3-2
E-1-3E-1-1
E-1-1,E-1-2
E-2-4
SIGN POST S=1:10
Sign
400
100
□250Crushed Stone
Concrete
Post
1500
1200
σCk=18N/mm2
P-1-2 P-1-9 P-6-3 P-6-5 P-9-14
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
REGULATORY/PROHIBITORY ROAD SIGNS
NOTE: THE MATERIALS, DIMENSION, SHAPES, COLOR, SIZE OF NUMERALS, LETTERS AND INSTALLATION lOCATION SHALL CONFORM
WITH THE SPECIFICATION OF SIECA.
REGULATORY/PROHIBITORY ROAD SIGNS
38
15000 1500034000
10000 100002000 2000
4400 600 600 4400
245.00
240.00
U-DITCHGROUTED RIPRAP REVETMENT
245.00
240.00
245.00
5000
1000 500
CC AB
GABION
B A
U-DITCHGABION
DD
300*300 300*300
GEO-TEXTILE MAT
GABION
1:1.5
500
1200
245.00
240.00
▽ HWL 244.50m
H=5000
1000
300
150
100550
7500
500 450
V-SHAPED DITCH2000
245.00
240.00
1:1.5
300
150
100 550
300
150
100
500
▽ HWL 244.50m
CONCRETEU-DITCH
500
300
H=5000
GROUTED RIPRAP REVETMENT
500 1000
1000
LOOSE RIVER RUN BOULDERDUMPED RIPRAP OR
1:1.5
245.00
240.00
300
▽ HWL 244.50m
GEO-TEXTILE MAT
15000 1500034000
10000 100002000 2000
4400 600 600 4400
U-DITCHGROUTED RIPRAP REVETMENT GABIONU-DITCHGABION300*300 300*300
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-AS SHOWN
EMBANKMENT PROTECTION WORKS
EMBANKMENT PROTECTION WORKS
A-A SECTION
S=1:20
B-B SECTION C-C SECTION
FRONT VIEW
D-D SECTION S=1:20
S=1:10 S=1:10 S=1:10
39
RIVER BED PROTECTION WORKS S=1:100
12500
8500
1 - 12 - 2
2 1
1000
20001000
60004060
1000
8740
3000
4370
88004000
2125
12
11
5350
27500
6000
4060
8740
2
2
1:2.0
2125
▽235.200
1000
1370
▽227.705▽227.705
4370
84005350 84003000
18800
12800
16800
RIPRAP φ≧50cm
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-RIVER BED PROTECTION WORKS 40
21750 21000 367502100015750
▽231.40
230
300
300
3200
300
3200
300
1045
053
3515
255
7955
5470
9785
EXISTING TEMPORARY BRIDGE L=79500
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-
SIDE VIEW S=1:200
PLAN S=1:200
21750 21000 367502100015750
REINFORCEMENT PLAN OF EXISTINGTEMPORARY BRIDGE
AS SHOWN
EXISTING TEMPORARY BRIDGE L=79500
TEMPORARY PIER
TEMPORARY PIER
41
375 3100 3753475
230
SHIM PL.t100 JACK
ROAD SURFICE
300
300
3200
300
3200
300
1045
0
562.5 3475 562.54600
230
300
300
3200
300
3200
300
230
1045
0
9030
090
1020
9030
090
750
75015
00
300300 2875 3003003475
9030
090
1020
9030
090
1980
1500
350 4600 350
350 350 21000 157501500 1500 1500 15001500
B
A - A
CD
EF F
E
DC
B A
A
B - B
C - C D - D E - E F - FG - G
H=140 STROKE=30
SHIM PL.
[ 300x90x9x13
L 100x100x10L 100x00x10
L 100x00x10L 100x100x10
H 3
00x3
00x1
0x15
[ 300x90x9x13
[ 300x90x9x13
H 3
00x3
00x1
0x15
5300
L 10
0x10
0x10
L 100x100x10
L 100x100x10
L 100x100x10
L 100x100x10
L 100x100x10
L 10
0x10
0x10
L 10
0x10
0x10
L 10
0x10
0x10
[ 300x90x9x13
[ 300x90x9x13
[ 300x90x9x13
[ 300x90x9x13
[ 300x90x9x13
[ 300x90x9x13
[ 300x90x9x13
[ 300x90x9x13
H 300x300x10x15 H 300x300x10x15
2000
QUANTITIE LIST FOR TEMPORARY PIERLENGTH QTY. UNIT WT. WT/OUN WEIQHT
OR SIZE (mm) (No) (kg/m) (kg) (kg)QUANTITIES FOR PIER
SHAFT H 300×300×10×15 15,255 4 93.00 1418.7 5,675 SS400
GIRDER H 300×300×10×15 2,000 4 93.00 186.0 744H.STRUT [ 300×90×9×13 5,300 12 38.10 201.9 2,423 〃
DIAGONAL L 100×100×10 5,650 4 14.90 84.2 337 〃
H.STRUT L 100×100×10 1,800 20 14.90 26.8 536 〃
〃
〃
PL 500 × 30 500 2 117.75 58.9 118PL 500 × 30 500 2 117.75 58.9 118
HTB 184 0.555 102 F10T=TotalΣ 10,464
TOTAL WEIGHT FOR STEELH- 6,419[- 2,423L- 873
PL- 528HTB- 221
=TotalΣ 10,464 kg
MATERIALSECTIONITEM MARK53
35
5335
1525
5
1525
5
7955
1500
300
300
4600300 300
G G[ 300x90x9x13
9785
5470
140300
40 4075
7575
75
3004040
4075
807540
404x
65=2
6010
040
4x65
=260
SPL PL t=10HTB M22
DETAIL OF FIELD JOINT
〃
〃
700 8 16.5 132700 6.6 106
208 119 F10T
SPLICE〃
〃
SS400
〃
HTB〃
PLPLPL
300 × 10120 × 10280 × 10M22
M22
310168
0.570
23.559.42
21.98 6.8 54
9785
5470
FIELD JOINT
CTI ENGINEERING INTERNATIONAL CO., LTD.
TITLE : Drawing No.THE PREPARATORY SURVEY ONMINISTRY OF THE PROJECT FOR CONSTRUCTION
OF PASO REAL BRIDGEIN THE REPUBLIC OF NICARAGUA
JAPAN INTERNATIONAL COOPERATION AGENCYSCALE(A1size)
TRANSPORT AND INFRASTRUCTURE(MTI)
DATEMAY 2014
PR-TEMPORARY PIERS=1:50
42