ACTSD - 0853 Endwalls for precast box culverts
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r PD1 TYPE HANDRAIL 50 DIA WEEPHOLES "" _ "----- 50 I 0 "' L --------------- s ELEVATION 2/N12 REINFORCING BARS 65 CLEAR COVER REINFORCEMENT 'A' MINIMUM COVER45mm. TO TOP SURFACE N12 AT 200 0 0 <D CUL VERT er: 0 0 _, INVERT RL "- 300 SELECTED FILL OR 100 PREMIXED CEMENT STABILISED GRAVEL LENGTH 25 GAP BETWEEN CELLS EDGEOF BASE SLAB SUBSOIL 25 0 en N u _______ _JuL __ _ DIRECTIONOF MAIN SLAB 1 REINFORCEMENT -------------r--- S/2 E1 S/2 FILLED WITH MORT AR / 25 GAP BETWEEN CELLS / ?c FILLED WITH MORTAR 12 ACT Govemmem STANDARD DRAWING ENDWALLS FOR PRECAST BOX CULVERTS NOT TO SCALE Authorised: Latest Revision Details E2 I J • 11 25 12 EDGEOF BASE SLAB I j____ E3 I E2 DIRECTIONOF MAIN SLAB REINFORCEMENT 0 "' SUBSOIL N ~---- FLOORREINFORCEMENT MAIN REINFORCING LAID IN DIRECTION INDICATED MINIMUM COVER 45mm. TO TOP SURFACE PLAN SKEW ENDWALLS J PLAN SQUARE ENDWALLS 50 DIA WEEPHOLES PD1 TYPE HANDRAIL BED BOXES ON 25 GAP BETWEEN CELLS NOTES: MORTAR FILLED WITH MORTAR 1. PRECASTREINFORCED CONCRETEBOX CUL VER TS SHALL COMPLYWITH THE REQUIREMENTS OF AS 1597, INCLUDING PROOFLOAD. 2. MINIMUM CONCRETE COMPRESSIVESTRENGTH SHALL BE 32MPa. 3. MINIMUM COVER45mm. 4. ALL DIMENSIONS IN mm UNO. 0 "' TABLE 1: STEEL REINFORCEMENT SCHEDULE 0 0 ro 0 "' 750 50 ELEVATION REINFORCEMENT TYPE REINFORCEMENT A FOR SLABS UPTO 115mm RL 918 FOR SLABS 130mm RL 1118 TABLE 2: CULVERT DIMENSION SCHEDULE er: 0 0 _, u_ 0 "' N w f--- « El er: E E "' N NOMINAL FLOOR ALL ANGLES 0 CUL VERT SIZE THICKNESS L E H s 225 375 100 900 320 225 450 100 910 330 300 450 100 990 450 225 600 115 950 340 300 600 115 1,030 460 375 600 115 1,100 570 450 600 115 1,180 690 300 750 115 1,040 480 450 750 115 1,190 710 600 750 115 1,340 940 300 900 115 1,040 480 450 900 115 1,190 710 600 900 115 1,340 940 300 1,200 130 1,060 500 450 1,200 130 1,210 730 600 1,200 130 1,370 960 0=0 DEG. E1 500 580 570 750 750 740 740 910 910 900 1,070 1,070 1,070 1,400 1,390 1,380 ANGLE OF SKEW 0=15 DEG. 0=30 DEG. 0=45 DEG. E2 E3 E2 E3 E2 E3 250 520 280 580 340 710 290 600 320 670 390 820 280 590 320 660 390 810 370 780 420 860 510 1,060 370 770 420 860 510 1,060 370 770 410 860 510 1,050 370 770 410 850 500 1,050 460 950 510 1,060 630 1,290 460 940 510 1,050 620 1,280 450 930 510 1,040 620 1,270 540 1,110 610 1,240 740 1,520 540 1,110 610 1,240 740 1,520 540 1,110 600 1,230 740 1,510 710 1,450 790 1,610 970 1,970 710 1,440 790 1,610 970 1,970 700 1,430 780 1,600 960 1,960 N12 AT 200 0 0 --0 BASED ON DRG ST -0023 14/01/19 Rev Amendment Date Drawing No. Revision 0 ACTSD-0853
Transcript of ACTSD - 0853 Endwalls for precast box culverts
rPD1 TYPE HANDRAIL
50 DIA WEEPHOLES"" _ "-----
~ 50
I
0
"'
L ---------------
s
ELEVATION
2/N12 REINFORCING BARS 65 CLEAR COVER
REINFORCEMENT'A' MINIMUM COVER 45mm. TO
TOP SURFACE
N12 AT 200
0 0 <D
CUL VERT
er: 0 0_,
INVERT RL "-
300 SELECTED FILL OR 100 PREMIXED CEMENT STABILISED GRAVEL
LENGTH
25 GAP BETWEEN CELLS
EDGE OF BASE SLAB
SUBSOIL
25
0 en N
u _______ _JuL __ _
DIRECTIONOF MAIN SLAB 1
REINFORCEMENT
-------------r---
S/2 E1 S/2
FILLED WITH MORT AR / 25 GAP BETWEEN CELLS
/ ?c FILLED WITH MORTAR
12
ACT Govemmem
STANDARD DRAWING
ENDWALLS FOR PRECAST BOX
CULVERTS NOT TO SCALE
Authorised:
Latest Revision Details
E2
I
J
• 11 25 12
EDGE OF BASE SLAB
I j____
E3
I
E2
DIRECTIONOF MAIN SLAB REINFORCEMENT
0
"' SUBSOILN
~---- FLOOR REINFORCEMENT MAIN REINFORCING LAID IN DIRECTIONINDICATED MINIMUM COVER 45mm. TO TOP SURFACE
PLAN SKEW ENDWALLS
J PLAN
SQUARE ENDWALLS
50 DIA WEEPHOLES
PD1 TYPE HANDRAIL BED BOXES ON 25 GAP BETWEEN CELLS NOTES: MORTAR FILLED WITH MORTAR
1. PRECAST REINFORCED CONCRETEBOX CUL VER TS SHALL COMPLY WITH THE REQUIREMENTS OF AS 1597, INCLUDING PROOF LOAD.
2. MINIMUM CONCRETE COMPRESSIVESTRENGTH SHALL BE 32MPa.
3. MINIMUM COVER 45mm.
4. ALL DIMENSIONSIN mm UNO.
0
"' TABLE 1: STEEL REINFORCEMENT SCHEDULE
0 0 ro
0
"'
750
50
ELEVATION
REINFORCEMENTTYPE REINFORCEMENTA
FOR SLABS UPTO 115mm RL 918
FOR SLABS 130mm RL 1118
TABLE 2: CULVERT DIMENSION SCHEDULE
er: 0 0_, u_
0
"' N
w f--« El er: E E
"' N
NOMINAL FLOOR ALL ANGLES 0
CUL VERT SIZE THICKNESS L E
H s 225 375 100 900 320
225 450 100 910 330
300 450 100 990 450
225 600 115 950 340
300 600 115 1,030 460
375 600 115 1,100 570
450 600 115 1,180 690
300 750 115 1,040 480
450 750 115 1,190 710
600 750 115 1,340 940
300 900 115 1,040 480
450 900 115 1,190 710
600 900 115 1,340 940
300 1,200 130 1,060 500
450 1,200 130 1,210 730
600 1,200 130 1,370 960
0=0 DEG.
E1
500
580
570
750
750
740
740
910
910
900
1,070
1,070
1,070
1,400
1,390
1,380
ANGLE OF SKEW
0=15 DEG. 0=30 DEG. 0=45 DEG.
E2 E3 E2 E3 E2 E3
250 520 280 580 340 710
290 600 320 670 390 820
280 590 320 660 390 810
370 780 420 860 510 1,060
370 770 420 860 510 1,060
370 770 410 860 510 1,050
370 770 410 850 500 1,050
460 950 510 1,060 630 1,290
460 940 510 1,050 620 1,280
450 930 510 1,040 620 1,270
540 1,110 610 1,240 740 1,520
540 1,110 610 1,240 740 1,520
540 1,110 600 1,230 740 1,510
710 1,450 790 1,610 970 1,970
710 1,440 790 1,610 970 1,970
700 1,430 780 1,600 960 1,960
N12 AT 200 0 0 --0
BASED ON DRG ST -0023 14/01/19
Rev Amendment Date Drawing No. Revision
0ACTSD-0853
