ministry of forests, lands, natural resource operations
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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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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.)
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