DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS · br-16 16-18 reinforced deck girder elevation, section...

REPUBLIC OF THE PHILIPPINES

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS

OFFICE OF THE DISTRICT ENGINEER

REGION IX

3RD ENGINEERING DISTRICT

SEGABE, PIÑAN, ZAMBOANGA DEL NORTE

D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

I

C

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S

C.Y. 2020 PROJECT

DETAILED ENGINEERING DESIGN PLANS FOR THE

WIDENING OF PERMANENT BRIDGES

LEOP BR. (B00584MN)

ALONG DIPOLOG-OROQUIETA NATIONAL RD

DATE :

EVA A. TRANI

SUBMITTED:

ACTING CHIEF, PLANNING AND DESIGN SECTION

DATE :

CHRISTOPHER L. EBAL

RECOMMENDED:

ASSISTANT DISTRICT ENGINEER

DATE :

VERONICO O. MICARANDAYO

APPROVED:

DISTRICT ENGINEER

SECTION ID: S01316MN

BRIDGE LENGTH : 50.84 ln.m.

BRIDGE ID :B00584MN

ROAD ID: R01417MN

BARCELONA,DAPITAN CITY, ZAMBOANGA DEL NORTE

BRIDGE LIMITS: 1813+003.084 - 1813+053.924

ROAD LIMITS : 1812+900.000 - 1813+140.000

ROAD LENGTH : 189.16 ln.m.

LAY - OUT PLAN

LAY-OUT PLAN

N. D. T. S.

LP

INDEX OF SHEETS

SET NO. SHEET NO.

SET NO.1

BR-01 1 LAY-OUT PLAN

BR-02 2 LOCATION MAP AND VICINITY MAP

BR-03 3 GENERAL PLAN/ GENERAL ELEVATION

BR-04 4 PLAN, SIDE DRAIN DETAILS, DETAILS OF REINFORCED CONCRETE, CROSS SECTION STEEL SHEET PILE

BR-05 5 BOREHOLE LOCATION PLAN

BR-06 6 DETAILS OF BOREHOLE LOG

BR-07 7 GENERAL NOTES

BR-08 8

SUMMARY OF QUANTITIES (PACKAGE A)

BR-09 9

SUMMARY OF QUANTITIES (PACKAGE B)

BR-10 10 TYPICAL CROSS SECTION, TYPICAL ABUTMENT ELEVATION, TYPICAL PIER ELEVATION

BR-11 11 FRAMING PLAN AND LONGITUDINAL SECTIONS

BR-12 12 TRANSVERSE SECTION

BR-13 13 DETAILS OF DIAPHRAGM

BR-14 14 DETAILS OF RAILINGS, SIDEWALK AND DRAIN

BR-15 15

DETAILS OF EXPANSION DAM, BEARING PAD, DETAILS OF LONG'L EXPANSION JOINT, QUANTITIES FOR

SUPERSTRUCTURE

BR-16 16-18 REINFORCED DECK GIRDER ELEVATION, SECTION AND QUANTITIES

BR-17 19 CONSTRUCTION SEQUENCE

BR-18 20-22 DETAIL OF ABUTMENT "A" AND "B", QUANTITIES FOR ABUTMENT AND BORED PILE

BR-19 23-24 DETAIL OF PIER "1" AND "2"

BR-20 25 NOTES AND SPECIFICATION DETAIL OF SPACER, SPIRAL AND LAP SPLICE

BR-21 26 QUANTITIES FOR PIERS AND BORED PILE, BAR BENDING DIAGRAM

BR-22 27 TYPICAL DETAILS OF APPROACH SLAB

BR-23 28-29 CRANEWAY PLAN, TYPICAL CRANEWAY DETAIL

BR-24 30-31 SOIL PROFILE

SET NO. 2

BR-25 32-33 GENERAL NOTES

BR-26 34 PLAN AND PROFILE

BR-27 35-47 CROSS SECTION (ROADWAY, UPSTREAM AND DOWNSTREAM) AND TYPICAL ROADWAY SECTION

BR-28 48 SCHEDULE OF STRUCTURES

BR-29 49-52 STD.(METAL BEAM GUARDRAIL, PAVEMENT MARKINGS)

BR-30 53-54

STD.( TYPICAL TRAFFIC SIGNAGE LAYOUT, SPL 1 - ADVANCE WARNING SIGNS & BARRICADES)

BR-31 55-56 TYPICAL PLAN, DETAIL SECTION, CONST. JOINT, DOWEL, BAR SPACING, NOTE SPECS.

BR-32 57-58 GEOMETRIC DESIGN ELEMENTS

BR-33 59 PROJECT BILLBOARD

1

BR01 1

1812+

900

1813+

000

1813+

100

1

8

1

3

+

2

0

0

N

E

W

S

E

X

T

G

.

F

L

O

O

D

C

O

N

T

R

O

L

I

L

A

Y

A

-

I

S

I

S

R

O

A

D

T

O

P

O

L

A

N

C

O

T

O

D

A

P

IT

A

N

TO

RIZ

AL

E

X

TG

. L

E

O

P

B

R

ID

G

E

BACK OF BACKWALL - A

STA. 1813+003.084

ELEV. = 14.518m

BACK OF BACKWALL - B

STA. 1813+053.924

ELEV. = 14.518m

C

R

E

E

K

D

O

W

N

S

T

R

E

A

M

F

L

O

W

U

P

S

T

R

E

A

M

F

L

O

W

A

B

BACK OF BACKWALL

BACK OF BACKWALL

50840

1

CL OF PIER

2

CL OF PIER

1500020000

15000

BRIDGE WIDENING (LEFT LANE)

BRIDGE WIDENING (RIGHT LANE)

1812+

800

1812+

700

BEG. OF PROJECT

BEG. OF APPROACH

STA. 1812+900

END OF PROJECT

END OF APPROACH

STA. 1813+140.00

ENGINEER II / J.O

JOFE C. CAINCAY

ENGINEER IIREY C. CABILIN

DATE :

LUNA C. CASTAÑARES

DATE :

EVA A. TRANI

DATE :

CHRISTOPHER L. EBAL

DATE :DISTRICT ENGINEER


SET NO.: SHEET NO.:




REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S


LEOP BR. (B00584MN)


ENGINEER II

JULIAN B. SANGUAL, JR.

PROJECT AND LOCATION:

SHEET CONTENTS:

SURVEYED:

PLOTTED:

PREPARED:

REVIEWED: SUBMITTED: RECOMMENDED: APPROVED:

ACTING ASST. CHIEF, PLANNING ANDDESIGN SECTION

ACTING-CHIEF, PLANNING ANDDESIGN SECTION

ASSISTANT DISTRICT ENGINEERENGINEER II ENGINEER II

59

EWSN

VICINITY MAP

LOCATION MAP

THIS SITE

DAPITAN

CITY

RIZAL SHRINE

TAGUILON

RIZAL

PIÑAN

LA LIBERTAD

MUTIA

SERGIO OSMEÑA

SIBUTAD

ALIGUAY ISLAND

SILINOG ISLAND

PIÑAHON ISLAND

SINIPAY

ISLAND

OBAY ISLAND

ISIS

LARAYAN

TO DIPOLOG

TO OROQUIETABARCELONA

TO DON VICTORIANO

TO

D

IP

OL

OG

TO MOLAVE

MACLEODES

TO PUNTA

DANSULLAN

POLO

SAN PEDRO

SAN VICENTE

DAKAK

PULAUAN

PORT

CANLUCANI

TAG-ULO

GUIMPUTLAN

BANBANAN

CARANG

BAYLIMANGO

STO. NIÑO

SINONOC

TALISAY

ORO

NAPO

DARO

PANGANURAN

SAWANG

SILLA POINT

KANIMKAUSWAGAN

LIBAY

MA.

CRISTINA

CALUBE

MAGSAYSAY

NASIPANG

SEBACA

BALUBOHAN

MABUNAO

NANGKA

MINLASAG

DAMASING

SIPALOC

DELAPA

MARAPONG

SIBULOC

OYAN

CALILIC

BAGACAY

RIZALINA

SAN ROQUE

NILABO

BIRAYAN

LA ESPERANZA

NANGKAAN

MITIMOS

TOLON

NEW

DAPITAN

POTUNGAN

S. MAPANG

N. MAPANG

LA UNION

DAMPALAN

OPAO

HILLTOPILAYA

BURGOS

TAMION

OYAN

SULANGON

ANTIPOLO

OWAON

LIYANG

SICAYAB

BUCANA

POB. WEST

POB EAST

NAPILAN

MABUHAY

MAUSWAGON

DIWAAN

MA. URAY

BA-AO

VILLA HERMOSA

SAN MIGUEL

STO. NIÑO

GUINLES

LABRADOR

LETAPAN

SILAWE

SIANIB

ANASTACIO

DAPDAP

BANDERA

PIAN

LAPAYANBAJaA

SIKOT

DANGI

NEW SICAYAB

SAN ANTONIO

LINGASAD

BACUYONG

ADANTE

SAN NICOLAS

POB. NORTH

POB. SOUTH

SEGABE

MAGANGON

DEL PILAR

ASENIERO

MASIDLAKON

SINGARAN

NEW CARACAR

SIPAON

STA. CRUZ

STA. CATALINA

NEW BATAAN

LA VICTORIA

NEW ARGAO

SAN JOSE

SAN FRANCISCO

MERCEDES

EL PARAISO

NEW CASUL

TUBAC

NEW SIQUEJOR

G. BERGADO

TOTONGON

DIOLEN

UNIDOS

BUENASUERTE

TINGLAN

ALVENDA

PASORIO

NEW LAND

HEAD TIPAN

DILAND

STO.

TUMAS

SAN MIGUEL

UPPER GUMAY

DIONUM

LOWER

GUMAY

LAPULAPU

SIGAYAN

SILANO

TINAYTAYAN

VILLARICO

CALICAN

DESIN

BETHLEHEM

LIBANGON

SAN PEDRO

MILAD

STA. FE

UBAY DAAN TIPAN

BAGONG SILANG

MALIGAYA

LINABO

DILAWA

SINAAD

STA.

TERESITA

SAN FRANCISCO

MACALIBRE

MAHAYAHAY

MABUHAY

MARAPONG

PRICESA

PRESIA

NUEVA

VISTA

NEW RIZAL

NAZARETH

BAGONG BAYAN

SAN ANTONIO

NEBO

TINAGO

KAUSWAGAN

SAN ISIDRO

PEDAGAN

NEW TANGUB

DAMPALAN

LABIRAY

PRINCESA

LAMAYA

SAN JOSE

DANAO

SAN JUAN

VENUS

LIWANAG

BAJO

ALTO

BIAYON

WILBEN

DE VENTA

PERLA

ANTONINO

SIKITANLUZVILLA

PENACIO

SITUBO

TUBURAN

BUENAVISTA

SINAI

DON ELINO

TININDUGAN

BAGONG BAGUIO

POLANCO

D

I

P

O

L

O

G

R

I

V

E

R

D

I

S

O

Y

R

I

L

A

Y

A

W

A

N

R

I

V

E

R

D

I

W

A

N

R

I

V

E

R

D

A

P

I

T

A

N

I

V

E

R

S A L U GR I V E R

UBAY

VE

R

R

S

AL

U

G

R

I

V

E

R

DAPITAN

CITY

RIZAL SHRINE

TAGUILON

RIZAL

PIÑAN

LA LIBERTAD

MUTIA

SIBUTAD

ALIGUAY

ISLAND

SILINOG

ISLAND

PIÑAHON ISLAND

SINIPAY ISLAND

OBAY ISLAND

ISIS

LARAYAN

TO DIPOLOG

TO OROQUIETA

BARCELONA

TO

D

IP

OL

OG

TO PUNTA

DANSULLAN

POLO

SAN PEDRO

SAN VICENTE

DAKAK

PULAUAN PORT

CANLUCANI

TAG-ULO

GUIMPUTLAN

BANBANAN

CARANG

BAYLIMANGO

STO. NIÑO

SINONOC

TALISAY

ORO

NAPO

DARO

PANGANURAN

SAWANG

SILLA POINT

KANIMKAUSWAGAN

LIBAY

MA. CRISTINA

CALUBE

MAGSAYSAY

NASIPANG

SEBACA

BALUBOHAN

MABUNAO

NANGKA

MINLASAG

DAMASING

SIPALOC

DELAPA

MARAPONG

SIBULOC

OYAN

CALILIC

BAGACAY

RIZALINA

SAN ROQUE

NILABO

BIRAYAN

LA ESPERANZA

NANGKAAN

MITIMOS

TOLON

NEW

DAPITAN

POTUNGAN

S. MAPANG

N. MAPANG

LA UNION

DAMPALAN

OPAO

HILLTOP

ILAYA

BURGOS

TAMION

OYAN

SULANGON

ANTIPOLO

OWAON

LIYANG

SICAYABBUCANA

POB. WEST

POB EAST

NAPILAN

MABUHAY

MAUSWAGON

DIWAAN

MA. URAY

BA-AO

VILLA HERMOSA

SAN MIGUEL

STO. NIÑO

GUINLES

LABRADOR

LETAPAN

SILAWE

SIANIB

ANASTACIO

DAPDAP

BANDERA

PIAN

LAPAYANBAJA

SIKOT

DANGI

NEW SICAYAB

SAN ANTONIO

LINGASAD

BACUYONG

ADANTE

SAN NICOLAS

POB. NORTH

POB. SOUTH

SEGABE

MAGANGON

DEL PILAR

ASENIERO

MASIDLAKON

SINGARAN

NEW

CARCAR

SIPAON

STA. CRUZ

STA. CATALINA

NEW BATAAN

LA VICTORIA

NEW ARGAO

SAN JOSE

SAN

FRANCISCO

MERCEDES

EL PARAISO

NEW CASUL

TUBAC

NEW SIQUEJOR

STO. TUMAS

SAN MIGUEL

UPPER GUMAY

DIONUM

LOWER

GUMAY

LAPULAPU

SIGAYAN

SILANO

TINAYTAYAN

VILLARICO

CALICAN

DESIN

BETHLEHEM

LIBANGON

UBAY DAAN TIPAN

POLANCO

D

I

P

O

L

O

G

R

IV

E

R

D

I

S

O

Y

R

I

V

E

R

L

A

Y

A

W

A

N

R

I

V

D

I

D

A

P

I

T

A

N

R

I

V

E

R

BEG. OF PROJECT

END OF PROJECT

ENGINEER II /J.O

ENGINEER II

DATE :

LUNA C. CASTAÑARES

DATE :


EVA A. TRANI

DATE :


CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER





REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S

PROJECT AND LOCATION :SHEET CONTENT :


LEOP BR. (B00584MN)


DRAFTED :

PREPARED :

JOFE C. CAINCAY

REY C. CABILIN

REVIEWED: SUBMITTED:RECOMMENDED: APPROVED: SET NO.: SHEET NO.:

59

ENGINEER IIENGINEER II

ACTING ASST. CHIEF, PLANNING AND

DESIGN SECTION

LM/VM

LOCATION MAP

VICINITY MAP

1

BR02 2

ENGINEER II /J.O

ENGINEER II

DATE :

LUNA C. CASTAÑARES

DATE :


EVA A. TRANI

DATE :


CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER





REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S



LEOP BR. (B00584MN)


DRAFTED :

PREPARED :

JOFE C. CAINCAY

REY C. CABILIN


59



DESIGN SECTION

OWL = 7.138m

TOP OF DECK SLAB = 14.518m

TOP OF SW = 14.793m

1.5

1.0

GENERAL ELEVATION

SCALE 1 : 300

B2

2

TO RIZAL

TO DAPITANEXTG. LEOP BRIDGE

GENERAL PLAN

SCALE 1 : 300

B2

2

50000

C LRO

ADW

AY

250 1752 1752 1752 1752 500 1752 1752 1752 1752 500 500 1752 1752 1752 1752 500 1752 1752 1752 1752 250

1.5

1.0

A B

BACK OF BACKWALL BACK OF BACKWALL1

CL OF PIER2

CL OF PIER

GP/GE

GENERAL PLAN

GENERAL ELEVATION

A B


1

CL OF PIER

2

CL OF PIER

15000 20000 15000



BEG. OF BRIDGE

STA. 1813+003.084

ELEV. = 14.518m

1542 1542 1542 1542 500 1542 1542 1542 1542 502 1542 1542 1542 1542

END OF BRIDGE

STA. 1813+053.924

ELEV. = 14.518m

1

BR03 3

HFL = 11.643m

DFL = 11.500m

+1.50m FREE BOARD

5000 5000 5000 5000 50005000 5000 5000 5000 5000

DETAIL OF SLOPE PROTECTION

NOTE :

STANDARD SPECIFICATION FOR ROCKS / BOULDERS :

ALL ROCK USED IN GABIONS SHALL CONSIST OF HARD DURABLE ROCK PIECES

THAT WILL NOT DETERIORATE WHEN SUBMERGED IN WATER OR EXPOSED TO SEVERE

WEATHER CONDITION. ROCK PIECES SHALL BE GENERALLY UNIFORMLY GRADED IN

SIZES RANGING FROM 100mm TO 200mm. FILLED GABIONS SHALL HAVE A MINIMUM

DENSITY OF 1400 Kg/cu.m.. VOIDS SHALL BE EVENLY DISTRIBUTED.

TOE

(150mm-250mm STONES)

GROUTED RIPRAP

LEVEL

GROUND

EXISTING

1.00

1.50

NOT TO SCALE

SECTION THRU DRAIN

ELEVATION

NOT TO SCALE

1

GROUND

EXISTING

LEVEL

8

END OF WINGWALL

SECTION

NOT TO SCALE

1

1

SIDE DRAIN DETAILS

NOT TO SCALE

500

1000

H =

V

AR

IE

S

1000

H =

V

AR

IE

S

1700

1700

300

100

300

ABUTMENT - A

SCALE1:400

ABUTMENT - B

SCALE 1:400

DETAIL OF REINFORCED CONCRETE

SLOPE PROTECTION AT ABUTMENT - A

SCALE 1 : 200

DETAIL OF REINFORCED CONCRETE

SLOPE PROTECTION AT ABUTMENT - B

SCALE 1 : 200

f

b

h

t

CROSS SECTION OF STEEL SHEET PILE

N T S

PROPERTIES OF STEEL SHEET PILE

b

mm

(nominal)

h

mm

(nominal)

t

mm

(nominal)

Unit Weight

(kg/m)

Section

Modulus

cm³/m

400 200 10.5 48 8740

ENGINEER II /J.O

ENGINEER II

DATE :

LUNA C. CASTAÑARES

DATE :


EVA A. TRANI

DATE :


CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER





REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S



LEOP BR. (B00584MN)


DRAFTED :

PREPARED :

JOFE C. CAINCAY

REY C. CABILIN


59



DESIGN SECTION

A B


CL OF PIER2

CL OF PIER


TO RIZAL

TO DAPITAN


EXTG. LEOP BRIDGE

C LRO

ADW

AY

SEE DRAIN DETAIL

1.5

1.0

1.5

1.0

ITEM 508 - HANLAID ROCK EMBANKMENT

STRUCTURAL CONCRETE CLASS "A" (200mm THK.)

GABIONS

STEEL SHEET PILE

75mmØ PVC WEEPHOLES AT 2.0m. INTERVAL WITH GRAVEL BACKING

500.000

200

BLOW-UP

NOT TO SCALE

12mm Ø REINFORCING

STEEL BARS SPACED

@ 0.40 m. O.C. B.W.

9-16mmØ HOR. BARS

W/ 10mmØ TIES

SPACED@ 0.30m O.C.

STRUCTURAL STEEL

SHEET PILE 9.00 METERS

STRUCTURAL

CONCRETE CLASS "A"

600mmx800mm RC PILE CAP

100mmX400mmX6.0m

wt = 48kg. /m STEEL SHEET PILE

ITEM 508 - HANLAID ROCK EMBANKMENT

STRUCTURAL CONCRETE CLASS "A" (200mm THK.)

STEEL SHEET PILE

75mmØ PVC WEEPHOLES AT 2.0m. INTERVAL WITH GRAVEL BACKING

500.000

200

GABIONS

DSP

1

BR04 4

AutoCAD SHX Text

4b

AutoCAD SHX Text

4a

AutoCAD SHX Text

4c

AutoCAD SHX Text

4b

AutoCAD SHX Text

4c

ENGINEER II /J.O

ENGINEER II

DATE :

LUNA C. CASTAÑARES

DATE :


EVA A. TRANI

DATE :


CHRISTOPHER L. EBAL

DATE :

DISTRICT ENGINEER





REGION IX



D

E

P

A

R

T

M

E

NT

O

F

P

U

B

L

IC

W

O

R

K

S

A

N

D

H

I

G

H

W

A

Y

S



LEOP BR. (B00584MN)


DRAFTED :

PREPARED :

JOFE C. CAINCAY

REY C. CABILIN


59



DESIGN SECTION

DIMENSIONS FOR STIRRUPS AND TIE HOOKS

D = 8d FOR Ø28, Ø32 AND Ø36

D = 8d FOR Ø28, Ø32 AND Ø36

PIN DIAMETER: D = 6d FOR Ø10 THRU Ø25

PIN DIAMETER: D = 6d FOR Ø10 THRU Ø25

DIMENSIONS OF 90 - DEGREE AND 180 - DEGREE HOOKS

28-DAY CYLINDER

mm

PSI

RAILINGS AND RAILPOST

THIN REINFORCED SECTIONS

C

CAST-IN-PLACE GIRDERS,

PRECAST R.C. PILE

FOOTINGS

C

A

38

12

25

20

4000

4000

CLASS

COARSE

MAX. SIZE OF

UNLESS OTHERWISE INDICATED, ALL DIMENSIONS AND MEMBER SIZES ARE

IN THE INTERPRETATION OF DRAWINGS, INDICATED DIMENSIONS SHALL

UNLESS INDICATED OTHERWISE ON PLANS, THE CONCRETE CLASS AND

GOVERN ALL DIMENSIONS, DISTANCES AND SIZES SHALL NOT BE SCALED

1. DESIGN SPECIFICATION

2. LOADING

1. CONCRETE

GENERAL

2.

1.

ORDINARY WATER LEVEL

PREMOULDED EXPANSION JOINT

POINT OF VERTICAL INTERSECTION

REINFORCED CONCRETE

AT

ROUND

PLAN VIEW OF SLOPE

PLAN VIEW AND ELEVATION

INDICATION OF ELEVATION

LINE OF SYMMETRY

DIAPHRAGMDIAPH

ELEV

ENGR

DWG

EF

EA

DRAWING

EACH FACE

ELEVATION

ENGINEER

EACH

CONST

CONC

CTR

DIAM

DET

CONT

CLR

cm

COL

BOTT

BR

BRG

CONCRETE

CONTINUOUS

CENTER

DETAIL

DIAMETER

CONSTRUCTION

BOTTOM

BRIDGE

CENTIMETER

COLUMN

BEARING

CLEAR

ABT

BET

BEG

ABUT

@

Ø

ABOUT

ABUTMENT

BEGINNING

BETWEEN

SQUARE

MINIMUM

MIDDLE ORDINATE

NUMBER

NEAR FACE

ON CENTERS

MIN

MO

O.C.

NF

No.

FAR FACE

GENERAL

HORIZONTAL

HIGH WATER

INTERIOR

INTERMEDIATE

JOINT

LENGTH

LONG

MILLIMETER

INTERM

mm

LG

L

JT

GEN

HOR

HW

INT

FF

SYMM SYMMETRY

TYPICAL

VARIABLE

VERTICAL

WIDTH

WITH

AND

TYP

VAR

VERT

W/

W

&

ROADWAY

REINFORCEMENT

SIDEWALK

SLOPE

SPIRAL

SPACED

SPACES

STANDARD

STIRRUP

STATION

STRUCTURE

SPCD

STD

STIR

STA

STRUCT

SPCS

RDWY

REINF

SDWK

SP

SLEQUAL

EACHWAY

EXTERIOR

EXISTING

EW

EXT

EXIST

EQ

O.W.L

PEJ

PVI

RC

SECTION IN STRUCTURAL

SECTION IN EARTH

SYMBOLS

NORTH ARROW

B1

1

S 2

1

SHEET No.

SET NUMBER

TITLE TARGET

SECTION TARGET

TARGET

DETAIL REFERENCE

SECTION IN EXISTING

&AND

C

L

CENTERLINE

LIMITS OF DIMENSION

SECTION IN WATER

CONCRETE STRUCTURE

ELASTOMERIC BEARING PAD

OF CUT & FILL SLOPES

SURFACE ON BRIDGES

BITUMINOUS WEARING

RIPRAP ON SLOPE

PLAN VIEW OF GROUTED

SECTION IN CONCRETE

PLATEPL

L ANGLE SHAPE

CENTER TO CENTER

C/C, C to C

MFWL

FTG FOOTING

kg KILOGRAM

KILONEWTONkN

kPa KILOPASCAL

MAXIMUMMAX

MEGAPASCALMPa

RADIUSR

THICKTHK

VOL VOLUME

NEWTONN

POLYVINYL CHLORIDEPVC

EXPANSIONEXP

METERm

MAX. FLOOD WATER LEVEL

QUANTITYQTY

5075

20

BUNDLED BARS

ABBREVIATIONS

DESIGN CRITERIA

DPWH DESIGN GUIDELINES CRITERIA AND STANDARDS (DGCS), 2015 EDITION,

MATERIALS

STRUCTURAL MEMBER

SLABS, DIAPHRAGMS,

WINGWALLS, BACKWALLS,

COPINGS, COLUMNS &

STRENGTH

MPa

PRESTRESSED CONCRETE

LEAN CONCRETE

MEMBERS

P

B

27.58

240016.50

35

27.58

27.58 4000

(8) HOOKS AND BENDS

CONCRETE COVER TO REINFORCEMENT SHALL BE 50mm UNLESS

c. CONCRETE COVER TO REINFORCEMENT

d. CONSTRUCTION JOINT

(1) THE POSITION AND FORM OF ANY CONSTRUCTION JOINT SHALL BE

(2) THE INTERFACE BETWEEN THE FIRST AND SECOND POUR

CONCRETES SHALL BE ROUGHENED WITH AN AMPLITUDE OF 6mm

ALL FALSEWORK SHALL BE DESIGNED BY THE CONTRACTOR

e. FALSEWORK

f. FORMWORK

FORMWORKS SHALL BE CONSTRUCTED SUCH THAT IT WILL NOT

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 ENGINEER. THE FOLLOWING MAYBE USED AS

SHORING UNDER GIRDERS, BEAMS, FRAMES14 DAYS

14 DAYSDECK SLABS

COLUMNS7 DAYS

7 DAYS

WALLS

2 DAYS

SIDES OF BEAMS AND ALL OTHER

MIN. TIME

VERTICAL SURFACES

KEPT DAMP FOR AT LEAST 7 DAYS.

g. PROTECTION AND CURING OF CONCRETE

CONCRETE SURFACES SHALL BE PROTECTED FROM HARMFULS

4. PRESTRESSED CONCRETE

5. SHORING

(a) CAMBER FOR REINFORCED CONCRETE SUPERSTRUCTURES WERE

(b) CAMBER FOR COMPOSITE SUPERSTRUCTURES WITH PRECAST

PRESTRESSED GIRDERS WERE DETERMINED BASED ON UNSHORED

. . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . .. . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

. . . . . . . . . . . . . . . . . . . . . . . . .

GENERAL NOTES

FOR CONSTRUCTION PURPOSES.

IN MILLIMETERS.

STRENGTH SHALL BE AS FOLLOWS:

AGGREGATE

SHOWN OTHERWISE ON DRAWINGS.

AS SHOWN ON DRAWINGS OR AS AGREED WITH THE ENGINEER.

MINIMUM.

SUBJECT TO THE APPROVAL BY THE ENGINEER.

YIELD UNDER THE LOAD AND SHALL BE SUCH AS TO AVOID THE

A GUIDE:

EFFECTS OF SUN,WIND AND RUNNING WATERS AND SHALL BE

DETERMINED BASED THE USE OF SHORINGS DURING CONSTRUCTION.

CONDITIONS.

OR SIMILARITY

PROTECTION

STEEL

SEE DESIGN GUIDE ON SHEET B12/13

APPROACH EMBANKMENT SHALL BE CONSTRUCTED PRIOR TO DRIVING

6. EMBANKMENT CONSTRUCTION SEQUENCE

OF ABUTMENT PILES.

B1 02

SET No.

STATIONING ARE IN KILOMETERS + METERS. ELEVATIONS ARE IN METERS.3.

a.)

VOLUME 5 - BRIDGE DESIGN

a.) DEAD LOAD: WEIGHT OF THE STRUCTURE AND AN ALLOWANCE OF 1.10kPa

FOR FUTURE BITUMINOUS WEARING SURFACE

b.) LIVE LOAD: HL - 93

(b.1) DESIGN TRUCK AND DESIGN LANE LOAD:

108 kN kN

1.20 m.

108

45 kN 180kN 180kN

+

9.34 kN/m

(b.2) DESIGN TANDEM AND DESIGN LANE LOAD:

+

9.34 kN/m

(b.3) PERMIT DESIGN LIVE LOAD: CALTRANS P-7 (SPECIAL PERMIT

REQUIRED BEFORE PASSING THE BRIDGE)

107 107 107 107 107 107

4.80 m. 1.37

4.11 m. 1.37 4.11 m.1.37

kN kN kN kN kN kN

kN

116

c.) DYNAMIC LOAD ALLOWANCE (TABLE 10.8-1):

IN ACCORDANCE WITH DGCS, VOLUME 5 - BRIDGE DESIGN

d.) PEDESTRIAN LOADS: 3.60 kPa

e.) SEISMIC LOAD:

IN ACCORDANCE WITH DPWH-LRFD BRIDGE SEISMIC DESIGN SPECIFICATION

(BSDS) 1

ST

EDITION, 2013

f.) OTHER LOADING IN ACCORDANCE WITH DGCS, VOLUME 5-BRIDGE DESIGN

2. REINFORCING STEEL

(b) REINFORCING STEEL SHALL BE FREE OF MILL SCALES, OIL OR ANY

SUBSTANCES WHICH WILL WEAKEN THE BOND WITH CONCRETE.

(a) REINFORCING STEEL NON WELDABLE SHALL CONFORM TO ASTM/A615 &

FOR WELDABLE STEEL BARS SHALL CONFORM TO ASTM A706/A706M.

MINIMUM YIELD STRENGTH AS LISTED BELOW UNLESS OTHERWISE

SPECIFIED IN THE DRAWING:

Fy = 414 MPa (GRADE 60) FOR 16mmØ AND LARGER

Fy = 276 MPa (GRADE 40) FOR 12mmØ AND SMALLER

ADOPTED FROM

STANDARD PLAN

3. PRESTRESSING STEEL

PRESTRESSING STEEL SHALL BE SEVEN-WIRE UNCOATED STRESS-

RELIEVED STRANDS (ASTM A-416) WITH MINIMUM ULTIMATE STRENGTH

OF 1860 MPa (270,000 psi).

4. STRUCTURAL STEEL, BOLTS AND WELDS

MATERIAL

SPECIFICATIONS

STEEL PLATES AND ROLLED SHAPES AAHSTO M183 (ASTM A36)

AASHTO M164 (ASTM A325)BOLTS

WELDS

AWS D1.1 - 183, E70XX SERIES

5. ELASTOMERIC BEARING PADS

ELASTOMERIC BEARING PADS SHALL BE 100% VIRGIN CHLOROPRENE

(NEOPRENE) PADS WITH DUROMETER HARDNESS 60 UNLESS OTHERWISE

SPECIFIED ON THE PLANS. BEARING PADS SHALL BE LAMINATED TYPE

BEARING PADS CONSISTING OF LATER OF ELASTOMERIC RESTRAINED AT

THEIR INTERFACES BONDED LAMINATIONS AS REQUIRED ON THE PLANS,

LAMINATED PLATE SHALL BE NON-CORROSIVE MILD STEEL SHEETS, ALL

BEARING PADS SHALL CONFORM TO THE REQUIREMENT SPECIFIED IN

AASHTO SPECIFICATION & DPWH D.O. 25 SERIES OF 1997.

MATERIAL: ALTERNATIVE LAYERS STEEL AND NEOPRENE BONDED TOGETHER.

DUROMETER HARDNESS, SHORE "A" (ASTM D 2240).............60

TENSILE STRENGTH, ASTM D412..............................................15.5MPa

ULTIMATE ELONGATION, % MIN (412).......................................360% (MIN.)

THE SETTING OUT AND THE ELEVATIONS OF THE DIFFERENT COMPONENTS

THE START OF ANY CONSTRUCTION WORK.

1. SETTING OUT

CONSTRUCTION

2. REINFORCED CONCRETE

(1) DESIGN OF CONCRETE MIX SHALL MEET THE DESIGN CONCRETE

a. CONCRETE MIX AND PLACING

(2) CONCRETE SHALL BE DEPOSITED, VIBRATED AND CURED IN

(3) FOR CONCRETE DEPOSITED AGAINST THE GROUND, LEAN CONCRETE

WITH A MINIMUM THICKNESS OF 50mm SHALL LAID FIRST BEFORE

INSTALLING THE REINFORCEMENT. THIS LEAN CONCRETE SHALL NOT

BE CONSIDERED IN MEASURING THE STRUCTURAL DEPTH OF

(4) THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL

PLACING SEQUENCES FOR ALL CONCRETING WORK.

OF THE STRUCTURE SHALL BE APPROVED BY THE ENGINEER PRIOR TO

STRENGTH GIVEN UNDER ITEM 1 OF MATERIALS.

ACCORDANCE WITH THE SPECIFICATIONS.

CONCRETE SECTION.

IN TENSION AT LEAST 125% OF THE SPECIFIED YIELD STRENGTH

(4) WELDED SPLICES, IF APPROVED BY THE ENGINEER, SHALL DEVELOP

TO THE APPROVAL OF THE ENGINEER.

(3) BAR SPLICING NOT INDICATED ON DRAWINGS SHALL BE SUBJECT

(2) BARS SHALL BE BENT COLD. BARS PARTIALLY EMBEDDED IN

IN CONCRETE SHALL NOT BE FIELD BENT UNLESS PERMITTED BY

OF SHOP DRAWINGS INDICATING THE BENDING, CUTTING, SPLICING

b. BAR BENDING, SPLICING AND PLACING

(1) THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL

AND INSTALLATION OF ALL REINFORCING BARS.

(6) UNLESS OTHERWISE SHOWN ON DRAWINGS, THE CLEAR DISTANCE

BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN

(5) NOT MORE THAN 50% OF THE BARS AT ANY ONE SECTION SHALL

1.5 TIMES THE NOMINAL DIAMETER OF THE BAR NOR LESS THAN

1.5 TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE. THE CLEAR

DISTANCE BETWEEN LAYERS SHALL NOT BE LESS THAN 25mm NOR

ONE BAR DIAMETER. THE BARS IN THE UPPER LAYER SHALL BE

(7) CRANKED SPLICES

THE ENGINEER.

OF THE BARS.

BE SPLICED.

PLACED DIRECTLY ABOVE THOSE IN THE BOTTOM LAYER.

DIAMETER =

MIN =

MAX =

d

12 d

15 d

VERTICAL OFFSET

LAP

MAX: d + 3 mm

30 d MAX

18 d MIN

MIN: d

180° HOOK

90° HOOK

D

dd

63mm MIN

D

12d

4 d OR

135° HOOK

63mm MIN

d

D

90° HOOK

D

D

d

D

6d OR

M

I

N

1

0

0

m

m

1

0

d

O

R

THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS

3. STRUCTURAL STEEL

FOR ALL STRUCTURAL STEEL WORK. THESE SHOP DRAWINGS SHALL

BE APPROVED BY THE ENGINEER BEFORE ANY FABRICATION

COMMENCES.

01

GN

GENERAL NOTES

1

BR07 7

AutoCAD SHX Text

1

Date post:	13-Oct-2020
Category:	Documents
Upload:	others
View:	0 times
Download:	0 times

DEPARTMENT OF PUBLIC WORKS AND HIGHWAYS · br-16 16-18 reinforced deck girder elevation, section...

Documents