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SECTION 22
CONCRETE DETAILING
RTA Structural Drafting Concrete Detailing and Detailing Manual
OTB005 Issue 1 – Revision 0 (09 July 2007) Page 1 of 2
22 CONCRETE DETAILING
22.1 GENERAL
Concrete detail drawings should show the physical dimensions and levels of a concrete structure and should include any construction sequences specified by the designer. It is important that sufficient information is shown to enable formwork to be built and erected and concrete quantities to be easily calculated. Formed holes, cast-in metal work, construction joints and any necessary layers of mass concrete shall be shown. The location of formed holes and cast-in metal work shall be sufficiently dimensioned to enable their correct positioning inside the formwork. Cast-in items (where applicable) shall be cross referenced to the particular sheet where respective details are shown. The detailing of standard chamfers and fillets i.e. 20 x 20 mm, should not be shown on small scale views or sections. However, standard chamfers and fillets shall be detailed to their correct size on any view or section where the scale is 1:10 or larger (i.e. 1:10, 1:5, 1:2 etc.). Non standard fillets i.e. greater than 20 x 20 mm, shall be shown in all instances and shall be either called up or dimensioned. Unless otherwise specified by the design engineer, the top surface of all abutment sill beams and headstocks shall be detailed to have a downward slope of approximately 2% from the front face to the curtain wall and a minimum 50mm diameter drainage pipe shall be provided through the side wall or wing wall at the low side of the abutment. The drainage pipe shall extend a minimum of 75mm from the outer face to permit the drainage of water from the abutment. 'General Notes' applicable to concrete detail sheets are shown on RTA Standard Bridge Drawing No RTAB029 and those notes shall be used as the basis for all 'concrete' notes with any other required notes being added thereto. Figures 22.1 to 22.6 inclusive show some typical examples of concrete detailing.
22.2 DIMENSIONING Dimensioning of concrete items shall be in accordance with Section 7 of this Manual. Dimensioning of concrete elements (whose details appear on a separate sheet) shall not be given. e.g. the dimensions for the positioning of piles relative to pilecap/pier extremities shall not be shown on the pilecap/pier drawing.
22.3 PLAN VIEWS Plan views, used to show the location of such elements as footings, columns, headstocks etc. may also be used to show reference markings, co-ordinates and chainages. Plan views shall be drawn as a horizontal view taken immediately above the element under consideration.
RTA Structural Drafting Concrete Detailing and Detailing Manual
OTB005 Issue 1 – Revision 0 (09 July 2007) Page 2 of 2
Hidden details such as piles, columns and footings shall be shown as broken lines where appropriate in accordance with Section 7 of this Manual.
22.4 ELEVATIONS Elevations shall be drawn as a view seen from a vertical plane immediately in front of the element under consideration and shall be projected from that elements 'PLAN' view. Hidden details, such as abutment wing walls and associated fillets shall be shown as broken lines in accordance with Section 7 of this Manual.
22.5 SECTIONS Sections shall be drawn as a view from a cutting plane located through an element previously drawn as an Elevation or Plan. Generally, only the details at the cutting plane of the section should be shown, however, details beyond the cutting plane may be included provided that the included details are not confusing to the main details being shown. Sections, where possible, shall be drawn adjacent to the plan or elevation to which they relate. Where section details cannot be shown on the sheet of origin, they shall be cross referenced in accordance with Appendix A of AS 1100 Part 301. Linework shall be in accordance with Section 7 of this Manual. If a series of cutting planes are used to define section details, any change in direction of the cutting plane shall be shown by 0.7mm thick lines.
22.6 CONSTRUCTION JOINTS Construction joints are not permitted in salt or brackish water in the range 0.6 m below low water level to 0.6 m above high water level. Construction joints are not permitted in prestressed concrete items except where directed by the designer. Such construction joints, where required, shall be detailed on the drawings. Construction joints, where critical for design purposes e.g. continuous deck slabs, voided slabs and continuity connections, shall be adequately located by dimensions on the drawings. Where it may be possible to cast the whole of an element in one continuous operation but the quantity of concrete involved and the height of the element is large, possible construction joints may be shown and marked 'OPTIONAL'. Construction joints may also be required in tall members(i.e. pier columns) to avoid height related access and concrete compaction problems. The aesthetic aspect of construction joints in highly visible members should also be considered.
GENERAL NOTES
0 1000
5001000
2000 3000mm
PREPARED BY
BRIDGE ENGINEERING
110 GEORGE STREET
PARRAMATTA NSW 2150
PHONE (02) 8837-0802
FACSIMILE (02) 8837-0055
SCALE OR AS SHOWN.
CONCRETE EXPOSURE CLASSIFICATION: B1.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 40MPa.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED 20x20
UNLESS SPECIFIED OTHERWISE.
NCF DENOTES NO CHAMFER OR FILLET.
DENOTES REDUCED LEVELS AT BACK FACE OF CURTAIN WALL.
DENOTES REDUCED LEVELS AT FRONT FACE OF CURTAIN WALL.
DENOTES PORTION OF CURTAIN WALLS AND WING WALLS ABOVE CJ SHALL NOT BE
CONSTRUCTED UNTIL DECK SLAB CONCRETE IN ADJACENT SPAN IS PLACED.
DIMENSIONS AND LEVELS SHALL BE ADJUSTED TO SUIT ACTUAL DECK LEVEL.
FOR DETAILS OF EXPANSION JOINT AND COVER PLATE RECESSES, SEE
SHEETS No XX AND XX.
GENERAL NOTES
FIGURE 22.1
PREPARED CHECKED
DESIGN
DRAWING
MANAGER, BRIDGE DESIGN PROJECTS
ISSUE DATE REVISION PREP AUTH
ROADS AND TRAFFIC AUTHORITY OF NSW
CHECK
TH
IS D
RA
WIN
G I
S C
ON
FID
EN
TIA
L A
ND
SH
AL
L O
NL
Y B
E U
SE
D F
OR
TH
E P
UR
PO
SE
OF
TH
E N
OM
INA
TE
D P
RO
JEC
T.
MAIN ROAD No 78 SHIRE OF GUNDAGAI
BRIDGE OVER MAIN ROAD No 21
AT 4km EAST OF COOLAC
ABUTMENTS CONCRETE - SHEET A
CAD No kp2f221.dgn
REGISTRATION No OF PLANS
SHEET No
ISSUE STATUS:
RTA BRIDGE NUMBER
0078 246 BC 2468
4 A
2479
ISSUE
FOR CONSTRUCTION
CLIENT
SOUTH WEST REGIONAL OFFICE
1 SIMMONS STREET WAGGA WAGGA
PO BOX 484 WAGGA WAGGA NSW 2650
PHONE (02) 6938-1111
FACSIMILE (02) 6938-1183
37
0
1
-
1
-
2
10
2
10
3
10
3
10
RL 246.585 - ABUTMENT A
RL 247.364 - ABUTMENT B
RL 246.450 - ABUTMENT A
RL 247.229 - ABUTMENT B
RL 244.390 - ABUTMENT A
RL 245.165 - ABUTMENT B
RL 244.390 - ABUTMENT A
RL 245.165 - ABUTMENT B
RL 244.535 - ABUTMENT A
RL 245.310 - ABUTMENT B
RL 242.790 - ABUTMENT A
RL 243.565 - ABUTMENT B
RL 241.390 - ABUTMENT A
RL 242.165 - ABUTMENT B
RL 246.450 - ABUTMENT A
RL 247.229 - ABUTMENT B
250 250DOWEL SPACING:
8 SPACES AT 500 = 4 000
DOWEL SPACING:
8 SPACES AT 500 = 4 000
300 x 300
FILLET
CH 26 993.550 - ABUT A
CH 27 134.150 - ABUT B
ELEVATION
PLAN
50 THICK MASS
CONCRETE
50
600
100100
CJ
ELASTOMERIC
BEARING STRIP
FOR DETAILS
SEE SHEET No 47
2 6
50
150 150
5 150 5 150
10 300
4 500 4 500
5 000 5 000
2 000 2 000 2 000 2 000
2 3
00
37
70
1120
600
CONTROL LINE
CONTROL LINE
BE
AR
ING
339
%%
d 0’
0"
BEARING ¶
¶ OF BEARINGS
BEARING ¶ BEARING ¶ BEARING ¶
FOR BEARING DETAILS SEE
SHEETS No X AND X
EXPANSION JOINT
FOR DETAILS SEE
SHEET No X
3% 3%
A
-
F
6
345
30
03
00
370
350300
150
END OF DECK
CJ
50
50 THICK MASS
CONCRETE
300
100
SECTION 1
-
BEARING MORTAR
PADS AND RECESSES
30
0
20
11801120
2 0
54
1 4
00
50
2 300
¶ OF BEARING
VA
RIE
S
MIN
15
95
MA
X 1
745
B
-
·20 x 300 LONG STAINLESS
STEEL DOWEL GRADE 304
TO ASTM A276. X REQUIRED.
FOR DOWEL ASSEMBLY
DETAILS SEE SHEET No X.
100 200 300 400 500mm0
100 50
180 180
360
180
180
36
095
95
95 95
DIA 45 x 300 DEEP
RECESS (TYP)
30 NOM
MORTAR PAD
¶ OF BEARINGS
BEARING
AND GIRDER ¶
DETAIL A
-
350ALUMINIUM
EXTRUSION
C
-
100 200 300 400 500mm0
100 50
4 A
BU
TM
EN
T A
0 A
BU
TM
EN
T B
DETAIL B
-
2.5
92
NOT TO SCALE
DETAIL C
-
GENERAL NOTES
0 1000
5001000
2000 3000mm
0
500 250
500 1000 1500mm
0
500 250
500 1000 1500mm
5
5
SCALE OR AS SHOWN.
DENOTES REDUCED LEVELS AT TOP FRONT EDGE OF WINGWALL.
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No XX.
PREPARED BY
BRIDGE ENGINEERING
110 GEORGE STREET
PARRAMATTA NSW 2150
PHONE (02) 8837-0802
FACSIMILE (02) 8837-0055
FIGURE 22.2
DETAIL D
-
DETAIL E
-
PREPARED CHECKED
DESIGN
DRAWING
MANAGER, BRIDGE DESIGN PROJECTS
ISSUE DATE REVISION PREP AUTH
ROADS AND TRAFFIC AUTHORITY OF NSW
CHECK
TH
IS D
RA
WIN
G I
S C
ON
FID
EN
TIA
L A
ND
SH
AL
L O
NL
Y B
E U
SE
D F
OR
TH
E P
UR
PO
SE
OF
TH
E N
OM
INA
TE
D P
RO
JEC
T.
MAIN ROAD No 78 SHIRE OF GUNDAGAI
BRIDGE OVER MAIN ROAD No 21
AT 4km EAST OF COOLAC
ABUTMENTS CONCRETE - SHEET B
CAD No kp2f222.dgn
REGISTRATION No OF PLANS
SHEET No
ISSUE STATUS:
RTA BRIDGE NUMBER
0078 246 BC 2468
5 A
2479
ISSUE
FOR CONSTRUCTION
CLIENT
SOUTH WEST REGIONAL OFFICE
1 SIMMONS STREET WAGGA WAGGA
PO BOX 484 WAGGA WAGGA NSW 2650
PHONE (02) 6938-1111
FACSIMILE (02) 6938-1183
VIEW 2
9
VIEW 2
9VIEW 3
9
VIEW 3
9
ABUTMENT A
ABUTMENT A
ABUTMENT B
ABUTMENT B
3 000 770 1 180
780
3 1
20
1 7
45
392
1 4
00
3 0
25
1 8
15
1 180 770 3 000
780
39
0
21
295
3 0
85
1 7
45
3 000 770 1 180
780
55
04
00
21
29
1 180 770 3 000
3 1
20
1 7
45
382
4
780
65
275
275
65
4
11
4
11
4
11
4
11
5
11
5
11
5
11
5
11
6
11
6
11
6
11
6
11
7
11
7
11
7
11
7
11
RL 247.659
RL 247.630
RL 242.790
1 200
30
0
NAME PLATE SET FLUSH
WITH VERTICAL FACE OF
CONCRETE BARRIER
1 200
30
0
NAME PLATE SET FLUSH
WITH VERTICAL FACE OF
CONCRETE BARRIER
RL 248.435
RL 248.430
RL 243.565
RL 247.659
RL 247.630
RL 242.790
1 0
30
710
1 0
30
1 2
80
1 2
70
1 0
30
55
071
0
1 0
31
RL 248.435
RL 248.430
RL 243.565
50 THICK MASS
CONCRETE
50 THICK MASS
CONCRETE 50 THICK MASS
CONCRETE
50 THICK MASS
CONCRETE
780
780
DIA 100 UPVC PIPE
FOR DETAILS
SEE SHEET No XX
DIA 100 UPVC PIPE
FOR DETAILS
SEE SHEET No XX1 4
00
3 0
50
1 8
20
3 0
85
1 7
55
1 4
00
3 0
25
1 8
15
1 4
00
3 0
60
1 8
15
275
275
780
780
DIA 100 UPVC PIPE
FOR DETAILS
SEE SHEET No XX
DIA 100 UPVC PIPE
FOR DETAILS
SEE SHEET No XX
UNISTRUT CONCRETE INSERTS FOR DRAINAGE PIPE ARE NOT SHOWN, FOR DETAILS SEE SHEETS No XX AND XX.
RECESS FOR CONNECTION OF
THRIE BEAM, FOR DETAILS OF
CAST-IN ANCHOR ASSEMBLY
SEE RTA DRAWING No RTAB032
INCLUDED IN THE TENDER DOCUMENTS - TYP
D
-
E
-
GENERAL NOTES
0
500 250
500 1000 1500mm
SCALE OR AS SHOWN.
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No X.
GENERAL NOTES
0
500 250
500 1000 1500mm
SCALE OR AS SHOWN.
FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No X.
PREPARED BY
BRIDGE ENGINEERING
110 GEORGE STREET
PARRAMATTA NSW 2150
PHONE (02) 8837-0802
FACSIMILE (02) 8837-0055
FIGURE 22.3
PREPARED CHECKED
DESIGN
DRAWING
MANAGER, BRIDGE DESIGN PROJECTS
ISSUE DATE REVISION PREP AUTH
ROADS AND TRAFFIC AUTHORITY OF NSW
CHECK
TH
IS D
RA
WIN
G I
S C
ON
FID
EN
TIA
L A
ND
SH
AL
L O
NL
Y B
E U
SE
D F
OR
TH
E P
UR
PO
SE
OF
TH
E N
OM
INA
TE
D P
RO
JEC
T.
MAIN ROAD No 78 SHIRE OF GUNDAGAI
BRIDGE OVER MAIN ROAD No 21
AT 4km EAST OF COOLAC
ABUTMENT CONCRETE DETAILS - SHEET C
CAD No kp2f223.dgn
REGISTRATION No OF PLANS
SHEET No
ISSUE STATUS:
RTA BRIDGE NUMBER
0078 246 BC 2468
6 A
2479
ISSUE
FOR CONSTRUCTION
CLIENT
SOUTH WEST REGIONAL OFFICE
1 SIMMONS STREET WAGGA WAGGA
PO BOX 484 WAGGA WAGGA NSW 2650
PHONE (02) 6938-1111
FACSIMILE (02) 6938-1183
200
50
0 100 200 300mm
100 50
75
50mm DIA x 125 LONG UPVC PIPE
FOR ABUTMENT DRAINAGE
TYPICAL EACH SIDE
SIDE WALL
0 100 200 300mm
100 50
UPVC CONDUIT DETAIL
GAPS BETWEEN CONDUITS SHALL BE
SEALED WITH SILICONE SEALANT TO
PREVENT RELATIVE MOVEMENT AND
WRAPPED WITH WATERPROOF TAPE TO
PREVENT THE INGRESS OF MORTAR - TYP
DN 125 (AU) HD RIGID PLAIN INSULATING UPVC
CONDUIT AND FITTINGS TO AS/NZS 2053
ABUTMENT
END
APPROACH
END
DN 100 (AU) HD RIGID PLAIN INSULATING UPVC
CONDUIT AND FITTINGS TO AS/NZS 2053
WITH GALVANISED DRAW WIRE - TYP
8 8- -
DETAIL F
4
SECTION 7
5
SECTION 5
5
100375125
600
150
180
55
03
90
5
275
175125 90 210
600
5535
60
03
40
180
5
125 35
600
100
265 175 175 265 35 125
600
56
00
34
018
0
150 500500
ANCHOR AND
THRIE BEAM ¶
DIA 100 UPVC PIPE
THRIE BEAM
CONNECTION
RECESS
VIEW 4
5
VIEW 6
5
100 375 125
600
180
55
03
90
5
275
175 12590210
600
55 35
ANCHOR AND
THRIE BEAM ¶
DIA 100 UPVC PIPE
THRIE BEAM
CONNECTION
RECESS
VA
RIE
S F
RO
M ?
??? T
O ?
???
VA
RIE
S F
RO
M ?
??? T
O ?
???
1 7
45
1 7
45
VA
RIE
S F
RO
M ?
??? T
O ?
???
1 4
00
1 7
45
1 4
00
VA
RIE
S F
RO
M ?
??? T
O ?
???
1 7
45
GENERAL NOTES
0 1000
5001000
2000 3000mm
SCALE OR AS SHOWN.
CONCRETE EXPOSURE CLASSIFICATION FOR HEADSTOCK: A.
CONCRETE EXPOSURE CLASSIFICATION ELSEWHERE: B1.
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 40MPa.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED 20x20
UNLESS SPECIFIED OTHERWISE.
NCF DENOTES NO CHAMFER OR FILLET.
CJ DENOTES CONSTRUCTION JOINT.
DENOTES RL ON TOP OF CONCRETE.
PREPARED BY
BRIDGE ENGINEERING
110 GEORGE STREET
PARRAMATTA NSW 2150
PHONE (02) 8837-0802
FACSIMILE (02) 8837-0055
FIGURE 22.4
PREPARED CHECKED
DESIGN
DRAWING
MANAGER, BRIDGE DESIGN PROJECTS
ISSUE DATE REVISION PREP AUTH
ROADS AND TRAFFIC AUTHORITY OF NSW
CHECK
TH
IS D
RA
WIN
G I
S C
ON
FID
EN
TIA
L A
ND
SH
AL
L O
NL
Y B
E U
SE
D F
OR
TH
E P
UR
PO
SE
OF
TH
E N
OM
INA
TE
D P
RO
JEC
T.
MAIN ROAD No 78 SHIRE OF GUNDAGAI
BRIDGE OVER MAIN ROAD No 21
AT 4km EAST OF COOLAC
PIERS - CONCRETE
CAD No kp2f224.dgn
REGISTRATION No OF PLANS
SHEET No
ISSUE STATUS:
RTA BRIDGE NUMBER
0078 246 BC 2468
10 A
2479
ISSUE
FOR CONSTRUCTION
CLIENT
SOUTH WEST REGIONAL OFFICE
1 SIMMONS STREET WAGGA WAGGA
PO BOX 484 WAGGA WAGGA NSW 2650
PHONE (02) 6938-1111
FACSIMILE (02) 6938-1183
4 800 4 800
9 600
1 2
40
916
144
1 200 1 200
CJ
100
50 THICK
MASS CONCRETE
SOFFIT OF HEADSTOCK
DIA 2 000
1
-
1
-
2
-
2
-
ELEVATION
3
-
3
-
RL 244.915 - PIER 1
RL 245.305 - PIER 2
RL 242.615 - PIER 1
RL 243.005 - PIER 2
RL 244.770 - PIER 1
RL 245.160 - PIER 2
RL 244.770 - PIER 1
RL 245.160 - PIER 2
RL 234.000 - PIER 2
RL 233.000 - PIER 1
2 3
00
8 1
15 -
PIE
R 1
7 5
05 -
PIE
R 3
1 5
00
150
TYP
CONTROL LINE
NCF
NCF
50
TY
P
3% 3%
4 800 4 800
9 600
1 2
50
1 2
50
2 5
00
¶ O
F P
IER
VIEW 1
-
CH 27 028.850 - PIER 1
CH 27 098.850 - PIER 2
2 000 2 000 2 000 2 000
37
03
70
MORTAR PADS
CONTROL LINE
¶ OF BEARINGS
¶ OF BEARINGS
BEARING ¶ BEARING ¶ BEARING ¶ BEARING ¶ BEARING ¶
A
-
4 1
50
4 1
50
4 150 4 150
8 300
8 3
00
SECTION 2
-
¶ O
F P
IER
CH 27 028.850 - PIER 1
CH 27 098.850 - PIER 2
BE
AR
ING
339%
%d 0
.0’
0.0
"
CONTROL LINE
2 500
370 370
1 250 1 250
SECTION 3
-
0
500 250
500 1000 1500mm
¶ OF PIER
250
TYP
30
0
DIA 45 RECESS
NCF
¶ OF
BEARINGS ¶ OF
BEARINGS
100 200 300 400 500mm0
100 50
180 180
360
180
180
36
095
95
95 95
DIA 45 x 300 DEEP
RECESS (TYP)
30 NOM
MORTAR PAD
¶ OF BEARINGS
BEARING AND
GIRDER ¶
DETAIL A
-
GENERAL NOTES
0 200 400 600 800 1000mm
200 100
PIER No CH ’x’ L
58 128.215
58 140.415
58 152.615
1
2
3
7980
8050
8130
A B C D E F
1435 215 644 636 506 632
1445 255 659 642 498 636
1460 295 676 649 489 642
TABLE 1
EASTING NORTHING
986.717 1 142.952
1 162.165
979.027
PA’x’ PA’y’ PEZ’x’
1
2
3
4
5
6
1
2
3
PK’x’
1
2
3
1 152.424
971.682
SCALE OR AS SHOWN
CONCRETE EXPOSURE CLASSIFICATION: B1
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 40 MPa
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED 20x20
UNLESS SPECIFIED OTHERWISE.
CO-ORDINATES SHOWN ARE ABBREVIATED
FOR TRUE EASTING ADD 300 000, AND FOR TRUE NORTHING ADD 6 480 000
FIGURE 22.5
PREPARED BY
BRIDGE ENGINEERING
110 GEORGE STREET
PARRAMATTA NSW 2150
PHONE (02) 8837-0802
FACSIMILE (02) 8837-0055
CLIENT
INSERT RELEVANT CLIENT
DETAILS HERE
MAIN ROAD No 67 SHIRE OF YASS
BRIDGE OVER WET WATER CREEK
AT 34km WEST OF YASS
PIER CONCRETE
CAD No kp2f225.dgn
0067 258 BC 1258
7 3
10571
PRELIMINARY
1000
SECTION 1
-
OF PIERLc
200 200
M24 HOLDING DOWN
BOLTS
SEE SHEET No XX
RL 417.120
RL 416.802
UPSTREAM DOWNSTREAM
ELEVATION���
CONTROL LINE MCN1
PILES
100
100
HOLDING DOWN BOLTS
HOLDING DOWN BOLT SPACING
10 SPACES AT ’D’ APPROX
HOLDING DOWN BOLT SPACING
10 SPACES AT ’F’A
L
’E’
’C’ ’B’’B’
CH ’x"
CONTROL LINE MCN1
BEARING 217° 38’ 48"
¶ OF PIER
1
-
1
-
ABUTMENT B SIDE
ABUTMENT A SIDE
PLAN���
GENERAL NOTES
ONLY SHOW km VALUE WHERE THE
CHANGE FROM ONE km VALUE TO
THE NEXT OCCURS WITHIN THE STRUCTURE
SCALES AS SHOWN.
CONCRETE EXPOSURE CLASSIFICATION: A
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 40 MPa.
EDGES SHALL BE CHAMFERED 20x20 AND RE-ENTRANT ANGLES FILLETED 20x20
UNLESS SPECIFIED OTHERWISE.
NCF DENOTES NO CHAMFER OR FILLET.
S/S DENOTES BRIDGE SUPERSTRUCTURE.
CONCRETE IN CROSS GIRDERS AT PIERS AND ABUTMENTS SHALL BE PLACED AFTER
PLACEMENT OF BRACING AND PRIOR TO PLACEMENT OF DECK FORMWORK.
SEE SHEET No ?? FOR REDUCED LEVELS AT POINTS 1-3.
DENOTES VALUE AT SUPPORT AND VARIES ELSEWHERE DUE TO VERTICAL CURVE
PREPARED BY
BRIDGE ENGINEERING
110 GEORGE STREET
PARRAMATTA NSW 2150
PHONE (02) 8837-0802
FACSIMILE (02) 8837-0055
CLIENT
INSERT RELEVANT CLIENT
DETAILS HERE
FIGURE 22.6
BRIDGE OVER MAIN SOUTHERN RAILWAY
PREPARED CHECKED
DESIGN
DRAWING
MANAGER, BRIDGE DESIGN PROJECTS
ISSUE DATE REVISION PREP AUTH
ROADS AND TRAFFIC AUTHORITY OF NSW
CHECK
TH
IS D
RA
WIN
G I
S C
ON
FID
EN
TIA
L A
ND
SH
AL
L O
NL
Y B
E U
SE
D F
OR
TH
E P
UR
PO
SE
OF
TH
E N
OM
INA
TE
D P
RO
JEC
T.
MAIN ROAD No 78 CITY OF ALBURY
AT 27.5km NORTH OF ALBURY
DECK - SHEET A
CAD No kp2f226.dgn
REGISTRATION No OF PLANS
SHEET No
ISSUE STATUS:
RTA BRIDGE NUMBER
0078 202 BC 2468
16 A
2479
ISSUE
FOR CONSTRUCTION
SPAN 1 SPAN 2 SPAN 3 SPAN 4
¶ P
IER
1
¶ P
IER
2
¶ P
IER
3
EN
D O
F S
/S
AB
UT
ME
NT
A
EN
D O
F S
/S
AB
UT
ME
NT
B
BEARING 339%%d 00’ 00.0"
PLAN0 10m8642
12
FROM ALBURY TO CULCAIRN
1
-
1
-
335 335SPACING OF ANCHOR BOLT GROUPS FOR TRAFFIC BARRIER RAILING: 55 SPACES AT 2 530 = 139 150
(TYPICAL BOTH SIDES)
34 910 35 000 35 000 34 910
2
-
2
-
CONTROL LINE
CH 26km 993.940 CH 27km 028.850 CH 063.850 CH 098.850
CH 133.760
600 4 500 4 500 600
115115
10 200
250250
1 1
45
2 000 2 000 2 000 2 000
SECTION 1
-
25
TY
P
25
TY
P
30 HAUNCH ON
GIRDER ¶ (TYP)35
TY
P
35
TY
PTYP
90
A
-
0
500 250
500 1000 1500mm
¶ OF PIER 2
TOP OF PARAPET
1 430 1 430
30 GAP 30 GAP
3
-
3
-
SECTION 3
-
VIEW 2
-
40 GAP
0
500 250
500 1000 1500mm
0
500 250
500 1000 1500mm
70 THICK ’TRANSFLOOR’
PERMANENT FORM WORK
PANEL (TYP)
75 THICK ASPHALT AND
WATERPROOF MEMBRANE
89
0
2
3
12
3
CONTROL LINE
3% 3%200
20 M
IN
GA
P
CONTACT SURFACES SHALL BE
SEALED WITH HIGH DENSITY
EXPANDED POLYURETHANE
FOAM (WITH A MINIMUM
COMPRESSIVE STRENGTH OF
400kPa) COMPLYING WITH
ASTM D-1621 OR APPROVED
EQUIVALENT
1 1
45
125 325 11535
600
34
018
01
55
5
95 140
255
25026
435
70
PR
OJE
CT
ION
DETAIL A
-
0
125250
250 500 750mm
CJ
NCF
FORMED RECESSES APPROX 80
DEEP TO PERMIT ADJUSTMENT
OF RAILING POST. RECESSES
SHALL BE FILLED WITH CEMENT
GROUT OR MORTAR AFTER
FINAL ALIGNMENT OF RAILING
315
68
0
M30 TRAFFIC BARRIER
RAILING ANCHOR BOLTS
SEE SHEET No XX