DRAWING SCHEDULE

DRAWING NUMBER DRAWING TITLE REV. DATE

STD-EC-050-01 GENERAL NOTES MARCH 2015

STD-EC-050-02

STD-EC-050-03

STD-EC-050-04

STD-EC-050-05

STD-EC-050-06

STD-EC-050-07

STD-EC-050-08

STD-EC-050-09

MAY 2014

1

1

1

1

STD-EC-050-10

STD-EC-050-11

STD-EC-050-12

STD-EC-050-13

STD-EC-050-14

STD-EC-050-15

STD-EC-050-16

STD-EC-050-17

STD-EC-050-18

STD-EC-050-19

STD-EC-050-20

STD-EC-050-21

1

CONCRETE BALLAST WALL FOR STEEL BRIDGES

CONCRETE BALLAST WALL FOR STEEL BRIDGES DETAILS - SHEET 1

CONCRETE BALLAST WALL FOR STEEL BRIDGES DETAILS - SHEET 2

SUBSTRUCTURE DETAILS FOR CONCRETE SLAB BRIDGES - SHEET 1

SUBSTRUCTURE DETAILS FOR CONCRETE SLAB BRIDGES - SHEET 2

SUBSTRUCTURE DETAILS FOR CONCRETE SLAB BRIDGES - SHEET 3

SUBSTRUCTURE DETAILS FOR CONCRETE SLAB BRIDGES - SHEET 4

CONCEPTUAL INTEGRAL CAP BEAM/WINGWALL FOR CONCRETE SLAB BRIDGES

INVERTED " T " ABUTMENT DETAILS

PRECAST CONCRETE BASE SLAB DETAILS

CONCEPTUAL CONCRETE SILLS FOR CONCRETE BLOCK ABUTMENTS

LOCK BLOCK ABUTMENT FOR CONCRETE BRIDGES

LOCK BLOCK ABUTMENT FOR ALL STEEL PORTABLE BRIDGES

LOCK BLOCK ABUTMENT FOR STEEL BRIDGES

PIER CAP FOR STEEL BRIDGES

ABUTMENT CAP FOR STEEL BRIDGES

SUBSTRUCTURE DETAILS FOR STEEL BRIDGES - SHEET 3

SUBSTRUCTURE DETAILS FOR STEEL BRIDGES - SHEET 2

SUBSTRUCTURE DETAILS FOR STEEL BRIDGES - SHEET 1

SUBSTRUCTURE DETAILS FOR STEEL BRIDGES - SHEET 4

STANDARD BRIDGE DRAWINGS:

SUBSTRUCTURES

ENGINEERING BRANCH

BRITISHCOLUMBIA

Ministry of Forests,Lands, NaturalResource Operationsand Rural Development

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0

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1

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APRIL 2021

MAY 2014

MAY 2014

MAY 2014

MAY 2014

MAY 2014

MAY 2014

MARCH 2015

MARCH 2015

MARCH 2015

MARCH 2015

MARCH 2015

MAY 2014

MAY 2014

MAY 2014

MAY 2014

MAY 2014

MAY 2014

APRIL 2021

35 CL.

TYP.

400 MIN.

MIN. 10M TIE @ 150

MIN. 2-25M

TOP & BOTTOM

350 M

IN

.

90Ø GALV.

CORRUGATED DUCT,

TYP. @ DOWEL

LOCATIONS

MIN. 15M E/F

1:20

SECTION

A

MIN. 150 x 20 FULL WIDTH

NATURAL RUBBER STRIP

BEARING. PLACE ON DURABLE

GROUT BED OR SECURE WITH

RUBBER CEMENT TO SILL.

CUT 50Ø HOLES AT DUCT

LOCATIONS.

35 CL.

TYP.

600

15M E/F

10M TIE @ 150

4-20M

TOP & BOTTOM

35

0

90Ø x 350 LG.

GALV.

CORRUGATED

DUCT, TYP.

1:20

SECTION

C

35 CL.

TYP.

200

MIN.

400 MIN.

CONCRETE SLAB, TYP.

1:20

SECTION

B

MIN. 15M

@ 250

LOWER WINGWALL HORIZ.

REINFORCEMENT TO BE

CONTINUATION OF SILL

REINFORCEMENT AND/OR

REINFORCEMENT

SUFFICIENTLY

PROJECTING INTO SILL.

(MIN. 15M @ 150 E/F; MIN.

PROJ. INTO SILL = 700MM)

MIN. 15M @ 150 E/F

150 MAX. SPACE E/F

TOP OF SILL TO BE

CAST SLOPED TO

MATCH BRIDGE DECK

LONGIT. GRADE

BOTTOM OF SILL

TO BE LEVEL

750 MIN.

1.5

1 C = SLAB THICKNESS

+ 20mm, TYP.

35

0 M

IN

.

25

TYP.

RUBBER BEARING STRIP

1/2 (TOTAL SLABS + GAPS WIDTH) + 50

(2800 MAXIMUM)

1/2 (TOTAL SLABS + GAPS WIDTH) + 50

(2800 MAXIMUM)

CORRUGATED PIPE

BLOCKOUT, TYP.

1:25

PRECAST CONCRETE SILL FOR CONCRETE SLAB GIRDER BRIDGE - ELEVATION

1/2 SILL WITH INTEGRATED WINGWALL 1/2 SILL WITHOUT WINGWALL

A

B

NOTE: THIS LENGTH TO BE INCREASED AS REQ'D TO ENSURE 300MM LEVEL ROAD GRADE BEHIND

APPROACH BARRIERS (SEE STANDARD BARRIER DWGS). INCREASED LENGTH MAY BE REQ'D FOR

SKEWED BRIDGES AND APPROACHES WITH HORIZONTAL CURVES.

25± GROUT BED IF REQ'D TO

ENSURE EVEN BEARING ON

ABUTMENT BLOCKS

EXTEND CAP BEAM INTO

WING WALL AS REQ'D TO

ACCOMMODATE LIFTING,

HANDLING AND EARTH

FORCES.

C

FIELD INSTALLED COMPRESSIBLE FILLER (E.G. EVAZOTE) TO FILL VERTICAL

GAP BETWEEN WINGWALL AND EXTERIOR SLAB. GLUE TO CONCRETE.

2-10M TIES

100

32Øx450 LG. ASTM A193

GRADE B7 THREADED ROD

c/w NUT & WASHER, TYP.

OPTIONAL:

PROVIDE 90Ø GALV.

BLOCKOUT.

350

PRECAST

CONCRETE SILL

FOR BEARING DETAILS.

SEE DWGS.

STD-EC-050-06 & -07

TO SUIT GIRDER SPACING

MAX. 2100

1000

CORRUGATED PIPE

BLOCKOUT, TYP.

1:25

1/2 PRECAST CONCRETE SILL FOR STEEL I-GIRDER BRIDGE - ELEVATION

C

GIRDER WEB

SYMM.

25 ± GROUT

BED IF REQ'D

TO ENSURE

EVEN

BEARING ON

ABUTMENT

BLOCKS

BOTTOM OF SILL

TO BE LEVEL

NOTE:

- BEARING PLATE TO BE BEVELED OR TOP OF SILL TO BE CAST SLOPED TO MATCH BRIDGE

LONGITUDINAL GRADE.

NOTES:

1. THE ENGINEER SHALL DESIGN THE WINGWALLS TO RESIST EARTH PRESSURE FORCES.

2. LIFTING DEVICES AND LIFTING PROCEDURES TO BE DETERMINED BY ENGINEER AND SHOWN ON THE

DETAILED DESIGN DWGS.

3. NUMBER AND LOCATION OF GALV. CORRUGATED BLOCKOUTS SHALL SUIT LAYOUT OF SLAB GIRDERS,

STEEL GIRDERS, SILLS, CONCRETE BLOCKS AND BEARING ASSEMBLIES AND SHALL BE AS PER THE

FOLLOWING:

· MIN. ONE BLOCKOUT ABOVE EACH CONCRETE BLOCK, WITH MATCHING HOLE IN BLOCK TO BE

LOCATED > 250 FROM BLOCK EDGES AND > 250 FROM LIFTING CABLE AT CENTER OF BLOCK.

· LOCATION AND MIN. NUMBER OF BLOCKOUTS (FOR DOWELS TO CONNECT SLAB GIRDERS TO SILLS)

SHALL BE AS PER GENERAL NOTES STD-EC-070-01.

NOT FOR CONSTRUCTIONASSUME NOT TO SCALE

CONCEPTUAL CONCRETE SILLS FOR CONCRETE BLOCK

ABUTMENTS

SHEET 14 OF 21

DWG #: STD-EC-050-14

SUBSTRUCTURES

BRITISHCOLUMBIA

Ministry of Forests,Lands, NaturalResource Operationsand Rural Development

STANDARD BRIDGE DRAWING

REV

#

DATE REVISION DESCRIPTION DRAFTING DESIGN CHECK

SEAL - PROFESSIONAL OF RECORD

CHIEF ENGINEER

(SIGNATURE)

0 MAR. 10, 2010 ORIGINAL DRAWING E. FARJOO

(ASSOC. ENG.)

H. DU

(ASSOC. ENG.)

J. HENLEY

(ASSOC. ENG.)

1 APR. 12, 2021 GENERAL REVISION N.HARVEY

(CREEKSIDE)

M. PENNER

(MINISTRY)

PROF. OF

RECORD

H. DU

(ASSOC. ENG.)

J. HENLEY

(ASSOC. ENG.)

J. HENLEY

(ASSOC. ENG.)

EMBEDDED PLATE,

TYP.

PRECAST CONCRETE

SLAB, TYP. (NUMBER

AND SIZE OF SLABS TO

BE SITE SPECIFIC)

NATURAL RUBBER

BEARING STRIP

50 TYP.750 MIN.

1.5

1

100 MIN.

TYP.

BLOCKOUT OPTION: 90 DIA. x 350 LG. GALV.

CORRUGATED PIPE BLOCKOUT FOR A MIN. 25

DIA. DOWEL (DETAILS SIM. TO ABOVE) TO BE

FIELD GROUTED INTO.

C = SLAB THICKNESS

+ 20mm, TYP.

1.5

1

STEEL PIPE COLUMN OR PILE

(NUMBER, SIZE, LENGTH AND

SPACING TO BE SITE SPECIFIC)

1:25

ELEVATION

A

B

DOWEL OPTION: MIN. 25 DIA.

SMOOTH DOWEL EMBEDDED 350 IN

CAP WITH PROJECTION ABOVE

CAP= C-100 mm

NOTE: THIS LENGTH TO BE INCREASED AS REQ'D TO ENSURE 300MM

LEVEL ROAD GRADE BEHIND APPROACH BARRIERS (SEE STANDARD

BARRIER DWGS). INCREASED LENGTH MAY BE REQ'D FOR SKEWED

BRIDGES AND APPROACHES WITH HORIZONTAL CURVES.

EXTEND CAP BEAM INTO

WING WALL AS REQ'D TO

ACCOMMODATE LIFTING,

HANDLING AND EARTH

FORCES.

C

FIELD INSTALLED COMPRESSIBLE FILLER

(E.G. EVAZOTE) TO FILL VERTICAL GAP

BETWEEN WINGWALL AND EXTERIOR SLAB.

GLUE TO CONCRETE.

OR

35 CL.

TYP.

CONCRETE SLAB, TYP.

1:20

SECTION

B

200

MIN.

MIN. 15M

@ 250

LOWER WINGWALL HORIZ.

REINFORCEMENT TO BE

CONTINUATION OF CAP

REINFORCEMENT AND/OR

REINFORCEMENT SUFFICIENTLY

PROJECTING INTO SILL. ( MIN.

15M @ 150 E/F; MIN. PROJ. INTO

CAP = 700MM)

MIN. 15M @ 150 E/F

150 MAX.

SPACE E/F

= =

STEEL PIPE

COLUMN/PILE, TYP.

MIN. 150x20xL NATURAL RUBBER

BEARING STRIP. PLACE ON DURABLE

GROUT BED OR SECURE TO CAP

WITH RUBBER CEMENT. CUT 50Ø

HOLES AT DOWEL LOCATIONS.

DOWEL OPTION

SHOWN

PIPE TO BE CUT LEVEL.

BRG.

1:25

CAP BEAM - GENERAL

PRECAST

CONCRETE

CAP BEAM

8

TOP OF CAP TO

BE CAST SLOPED

TO MATCH

LONGIT. GRADE

OF BRIDGE.

NOTES:

1. THE ENGINEER SHALL DESIGN THE WINGWALLS TO RESIST

EARTH PRESSURE FORCES.

2. LIFTING DEVICES AND LIFTING PROCEDURES TO BE

DETERMINED BY ENGINEER AND SHOWN ON THE DETAILED

DESIGN DWGS.

3. LOCATION AND MIN. NUMBER OF DOWELS (OR BLOCKOUTS

FOR DOWELS) TO BE AS PER GENERAL NOTES

STD-EC-070-01.

4. THE DESIGN DRAWINGS SHOULD INCLUDE THE DESIGN

MAXIMUM APPLIED SERVICEABILITY LIMITS STATES

COMBINATION 1 AND ULTIMATE LIMIT STATE STRESSES

FOR PRECAST CONCRETE FOOTINGS AND SERVICEABILITY

LIMIT STATES COMBINATION 1 AND ULTIMATE LIMIT STATE

LOADS FOR DRIVEN PILES.

PIPE/COLUMN DIA. *W MIN.

323 400

406 500

508 600

EMBEDDED

PLATE, MIN.

PL.15.9,TYP.

MIN.

10M TIE,

TYP.

35 CL.

TYP.

MIN.

15M

@ 150,

TYP.

MIN

. 5

00

MA

X. 1

20

0

W

1:20

SECTION

A

*CONSIDER SPECIFYING WIDER CAPS FOR

FOUNDATIONS WITH 3 OR MORE PILES PER

ABUTMENT TO ACCOMMODATE POSSIBLE PILE

MISALIGNMENT.

BLOCKOUT

OPTION

SHOWN

NOT FOR CONSTRUCTIONASSUME NOT TO SCALE CONCEPTUAL INTEGRAL CAP BEAM /

WING WALL FOR CONCRETE SLAB BRIDGES

SHEET 17 OF 21

DWG #: STD-EC-050-17

SUBSTRUCTURES

BRITISHCOLUMBIA

Ministry of Forests,Lands, NaturalResource Operationsand Rural Development

STANDARD BRIDGE DRAWING

REV

#

DATE REVISION DESCRIPTION DRAFTING DESIGN CHECK

SEAL - PROFESSIONAL OF RECORD

CHIEF ENGINEER

(SIGNATURE)

0 MAR. 10, 2010 ORIGINAL DRAWING E. FARJOO

(ASSOC. ENG.)

H. DU

(ASSOC. ENG.)

J. HENLEY

(ASSOC. ENG.)

1 APR. 12, 2021 GENERAL REVISION N.HARVEY

(CREEKSIDE)

M. PENNER

(MINISTRY)

PROF. OF

RECORD

H. DU

(ASSOC. ENG.)

J. HENLEY

(ASSOC. ENG.)

J. HENLEY

(ASSOC. ENG.)