aco infrastructure traffikdrain - aco australia · aco infrastructure traffikdrain td300 300mm...
TRANSCRIPT
1www.acoaus.com.auwww.acoinfrastructure.com.au
TraffikDrainACO Infrastructure
Austroads Guide to Road Design Part 5A: Drainage, acknowledges ACO’s TraffikDrain as a practical solution to control the width of gutter flow through the drain’s continuous capture inlets.
Grated trench drains for roadsTypical Applications
• Motorways and highways
• Streetscapes with shared zones for pedestrians and vehicles
• Busways, bus stops and railway interchanges
• Bridge abutments and tunnel portals
• Median strips
• Right hand turn bays
• Kerbside gutters
Problem Areas
• Flat pavements and road surfaces
• Restricted road shoulders
• Limited space due to underground services
Water Management
• Provision of continuous capture inlets
• Prevention of aquaplaning, property damage and water splashing pedestrians
• Containment of toxins and fuel spills in environmentally sensitive areas
High capacity grates
Boltless locking mechanism
Heelsafe® Anti-slip
‘V’ profile sloped channels
Polymer concrete construction
2www.acoinfrastructure.com.au
TraffikDrainACO Infrastructure
TD300300mm internal,
360mm external width
‘V’ profile channels‘V’ profile channels promote higher velocities during minor storm events resulting in a more hydraulically efficient drain compared to ‘U’ profile channels.
Interconnecting end profilesInterconnecting end profiles allow easy and effective joining of channels.
SF Sealant GrooveSF Sealant Groove is cast into both ends of the channel and allows for a bead of flexible sealant to be applied at the channel joints. The sealant ensures contaminated water does not infiltrate into environmentally sensitive areas.
TD200200mm internal,
260mm external width
Anti-shunt lugsRecesses in grates fit around anti-shunt lugs on the edge rail to prevent longitudinal movement under dynamic wheel loads.
Knock-outsEvery fifth sloped channel and all neutral channels have a knock-out area to allow for a vertical outlet connection to the pipework.
Sloped channel Metre long lengths provide 40 metres of continuous (0.5%)slope, that equates to 5mm of built-in fall per metre. Five neutral channel depths are available to extend run length.
TraffikDrain combines the benefits of Polycrete® Channels1 with a choice of purpose designed grates to minimise ponding and other dangers for road users.
The iron Hi-Flo and Transverse grates ensure maximum water intake, resulting in quick and efficient water removal from the road surface.
The Heelsafe® Anti-Slip2 grate provides pedestrian safety in heavily foot trafficked areas. All grates are secured with the PowerLok® boltless locking mechanism that enables quick and easy access for maintenance operations.
1 Polycrete® refers to ACO products made from polymer concrete.2 Heelsafe® is ACO’s trademark for a pedestrian friendly grate.
3www.acoaus.com.au
Channel numberingChannel numbering is located on the sidewalls and the invert base of the channel. The number of the connecting channel is embossed and located at the end of each channel to aid identification.
Polymer concretePolymer concrete is a durable, lightweight material made from a polyester resin binder, reinforced by mineral aggregates and fillers.
PowerLok ®
PowerLok ® is a patented, boltless locking system that provides easy fitting and removal of grates. It reduces installation and maintenance time.
Ductile iron edge railIntegrally cast-in rail provides maximum strength and protection for channel body.
Ductile iron gratesHi-Flo, Intercept Heelsafe® Anti-Slip and Transverse ductile iron grates are heavy duty and rated up to AS 3996 Load Class D (approx. 8 tonne wheel load).
Profiled side wallsProfiled side walls provide channel body strength and mechanical keying to concrete encasement.
Installation DeviceInstallation devices are available from ACO, to reduce installation time and labour costs. The device clamps the channels together and braces them to prevent movement. The device also stops the channels from floating during the single concrete pour.
4www.acoinfrastructure.com.au
TraffikDrainACO Infrastructure
Pedestrian safe grate
Iron Intercept Heelsafe® Anti-Slip grate
The Iron Intercept Heelsafe® Anti-Slip grate is designed to be heel friendly and slip resistant for pedestrian crossings and other high pedestrian traffic areas.
The grate has 8mm slots that meet the requirements of:
• Clause 3.3.5 – Surface Openings in Pedestrian Areas, AS 3996 Access Covers and Grates
• Clause 9(c) – Ground and Floor Surfaces addressing wheelchair and walking cane safety, AS 1428.2 Design for Access and Mobility
This grate is independently tested for slip resistance to P3 (wet pendulum) and R10 (oil-wet platform), AS 4586 Slip resistance classification of new pedestrian surface materials. NATA endorsed test reports are available.
High capacity grates
Iron Hi-Flo and Iron Transverse grate
ACO’s high capacity grates are designed with large efficient inlets to ensure high water intake, resulting in quick stormwater removal from road surfaces. These features offer the following benefits:
• Easy cleaning with or without grate removal
• Channel can be inspected through the top of the grate
• Leaves do not block inlets
TraffikDrain grates
All TraffikDrain grates are purpose designed to meet Australian road requirements.
• Rated to Load Class D 210kN, AS 3996 Access Covers and Grates. NATA endorsed test reports available
• Bicycle wheel compliant in all directions, AS 3996
• Manufactured from ductile iron Grade 500/7, AS 1831 Ductile Cast Iron
• Anti-shunt provisions prevent longitudinal movements from dynamic wheel loads
• PowerLok® boltless locking system for quick grate removal and replacement to encourage regular and unobstructed access when maintenance is required
Iron Intercept Heelsafe® Anti-Slip grate
Iron Hi-Flo grate
Iron Transverse grate
5www.acoaus.com.au
TD200 Grates (to suit 200mm channels)
Lengthmm
Weightkg
LOAD CLASS D 210kN – AS 3996 (approximate wheel load 8,000kg)
Iron Hi-Flo 500 6.1 ü
Iron InterceptHeelsafe® Anti-Slip1
500 8.7 ü ü ü ü
Iron Transverse 500 6.8 ü
TD300 Grates (to suit 300mm channels)
Lengthmm
Weightkg
LOAD CLASS D 210kN – AS 3996 (approximate wheel load 8,000kg)
Iron Hi-Flo 500 10.5 ü
Iron InterceptHeelsafe® Anti-Slip1
500 14.8 ü ü ü ü
Iron Transverse 500 11.2 ü
1 Meets ASME A112.6.3 Section 7.12 (American high heel standard).
Symbols
The symbols described below represent the grate legislative requirements.
AS 1428.2, Clause 9(c) Slots cannot exceed 13mm (width); 150mm (length). Longitudinal grates need to be placed at right angles to the principal direction of travel.
Grates designed to resist the penetration of a 10mm heel.
Bicycle tyre penetration resistance to AS 3996. Criteria placed on slot length dependant on slot width.
Pedestrian safe grates with slip resistance. Rated to AS 4586.
PowerLok® safety clip (optional)
PowerLok® boltless locking system (standard)
Grate removal tool used for locking PowerLok® device.
1
To open PowerLok®, insert tool between rail and PowerLok® device.
2
Rotate tool 90°; PowerLok® device should push away from rail.
3
To close, place hook part of tool into ‘V’ and push towards rail.
Safety clip sits flush with grate surface and grate cannot be unlocked. The red coloured safety clips provide a visual indication that the grates are locked.
6www.acoinfrastructure.com.au
TraffikDrainACO Infrastructure
Typical system layout – TD200/TD300
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
030
020
010
00
31 32 33 34 35 36 37 38 39 40
040
0303
0203
0103
0403
End cap
Sloped channels
Neutralchannels
Half metrechannels
In-line pit
Removablegrates
Bottom knock-outTD200 - 100 & 150mm TD300 - 150 & 200mm
Installation device
In-line pit options
For seamless aesthetics, in-line pits are the same width as the trench run.
In-line pits are used as the outlet to the underground pipework for a trench run. They provide easy access to the pipe system for maintenance.
The in-line pit consists of a polymer concrete top complete with grate and a plastic or polymer concrete base. Optional accessories, such as rubbish baskets and risers are available.
TD-614 in-line pit allows for connection through the long side wall with a reinforced concrete pipe up to DN375.
Polymer concrete top
Optional plastic rubbish basket
Optional plastic riser to increase depth and hydraulic output
Plastic or polymer concrete base
Ductile iron grates
TD-902 TD-903 TD-614
7www.acoaus.com.au
Parts tableTD200 – 200mm internal width TD300 – 300mm internal width
Part No. Invert2
mmWeight6
kgPart No. Invert2
mmWeight6
kgHi-Flo Heelsafe® Transverse Hi-Flo Heelsafe® Transverse
00 Neutral channel (1m)1 150641 150491 150691 200 48.4 150741 150591 150791 300 80.0
1 Sloped channel (1m) 150601 150451 150651 205 48.4 150701 150551 150751 305 80.0
2 Sloped channel (1m) 150602 150452 150652 210 48.9 150702 150552 150752 310 80.5
3 Sloped channel (1m) 150603 150453 150653 215 49.4 150703 150553 150753 315 81.1
4 Sloped channel (1m) 150604 150454 150654 220 49.9 150704 150554 150754 320 81.7
5 Sloped channel (1m)1 150605 150455 150655 225 50.4 150705 150555 150755 325 82.2
6 Sloped channel (1m) 150606 150456 150656 230 50.9 150706 150556 150756 330 82.8
7 Sloped channel (1m) 150607 150457 150657 235 51.4 150707 150557 150757 335 83.4
8 Sloped channel (1m) 150608 150458 150658 240 51.9 150708 150558 150758 340 83.9
9 Sloped channel (1m) 150609 150459 150659 245 52.4 150709 150559 150759 345 84.4
10 Sloped channel (1m)1 150610 150460 150660 250 52.9 150710 150560 150760 350 85.0
010 Neutral channel (1m)1 150643 150493 150693 250 52.9 150742 150592 150792 350 85.0
0103 Neutral channel (0.5m)1 150644 150494 150694 250 38.8 150745 150595 150795 350 56.3
11 Sloped channel (1m) 150611 150461 150661 255 53.4 150711 150561 150761 355 85.6
12 Sloped channel (1m) 150612 150462 150662 260 53.9 150712 150562 150762 360 86.1
13 Sloped channel (1m) 150613 150463 150663 265 54.4 150713 150563 150763 365 86.7
14 Sloped channel (1m) 150614 150464 150664 270 54.9 150714 150564 150764 370 87.3
15 Sloped channel (1m)1 150615 150465 150665 275 55.4 150715 150565 150765 375 87.8
16 Sloped channel (1m) 150616 150466 150666 280 55.9 150716 150566 150766 380 88.4
17 Sloped channel (1m) 150617 150467 150667 285 56.4 150717 150567 150767 385 88.9
18 Sloped channel (1m) 150618 150468 150668 290 56.9 150718 150568 150768 390 89.5
19 Sloped channel (1m) 150619 150469 150669 295 57.4 150719 150569 150769 395 90.1
20 Sloped channel (1m)1 150620 150470 150670 300 57.9 150720 150570 150770 400 90.6
020 Neutral channel (1m)1 150645 150495 150695 300 57.9 150744 150594 150794 400 90.6
0203 Neutral channel (0.5m)1 150646 150496 150696 300 42.2 150747 150597 150797 400 59.5
21 Sloped channel (1m) 150621 150471 150671 305 58.4 150721 150571 150771 405 91.2
22 Sloped channel (1m) 150622 150472 150672 310 58.9 150722 150572 150772 410 91.7
23 Sloped channel (1m) 150623 150473 150673 315 59.4 150723 150573 150773 415 92.3
24 Sloped channel (1m) 150624 150474 150674 320 59.9 150724 150574 150774 420 92.8
25 Sloped channel (1m)1 150625 150475 150675 325 60.4 150725 150575 150775 425 93.4
26 Sloped channel (1m) 150626 150476 150676 330 60.9 150726 150576 150776 430 94.0
27 Sloped channel (1m) 150627 150477 150677 335 61.4 150727 150577 150777 435 94.5
28 Sloped channel (1m) 150628 150478 150678 340 61.9 150728 150578 150778 440 95.1
29 Sloped channel (1m) 150629 150479 150679 345 62.4 150729 150579 150779 445 95.6
30 Sloped channel (1m)1 150630 150480 150680 350 62.9 150730 150580 150780 450 96.2
030 Neutral channel (1m)1 150647 150497 150697 350 62.9 150746 150596 150796 450 96.2
0303 Neutral channel (0.5m)1 150648 150498 150698 350 44.3 150749 150599 150799 450 62.7
31 Sloped channel (1m) 150631 150481 150681 355 63.4 150731 150581 150781 455 96.7
32 Sloped channel (1m) 150632 150482 150682 360 63.9 150732 150582 150782 460 97.3
33 Sloped channel (1m) 150633 150483 150683 365 64.4 150733 150583 150783 465 97.9
34 Sloped channel (1m) 150634 150484 150684 370 64.9 150734 150584 150784 470 98.4
35 Sloped channel (1m)1 150635 150485 150685 375 65.4 150735 150585 150785 475 99.0
36 Sloped channel (1m) 150636 150486 150686 380 65.9 150736 150586 150786 480 99.5
37 Sloped channel (1m) 150637 150487 150687 385 66.4 150737 150587 150787 485 100.1
38 Sloped channel (1m) 150638 150488 150688 390 66.9 150738 150588 150788 490 100.6
39 Sloped channel (1m) 150639 150489 150689 395 67.4 150739 150589 150789 495 101.2
40 Sloped channel (1m)1 150640 150490 150690 400 67.9 150740 150590 150790 500 101.8
040 Neutral channel (1m)1 150649 150499 150699 400 67.9 150748 150598 150798 500 101.8
0403 Neutral channel (0.5m)1 150650 150500 150700 400 48.2 150750 150600 150800 500 66.4
Type 900 In-line pit (0.5m)3 142302 142307 142323 843 5 41.4 142303 142308 142324 956 5 54.8
Type 900 In-line plastic rubbish basket 13999 – 0.5 98653 – 1.6
Optional plastic riser 141729 300 4.5
Plastic riser basket – long 98665 – 1.8
Type 614 In-line pit (0.5m)4 142229 142230 142231 1261 5 103.2
Universal end cap 96823 420 5 0.6 96827 520 5 1.1
Debris strainer for 100mm knock-out 93488 – 0.1
Installation device 97478 – 1.8 97479 – 2.2
Grate removal tool 01318 – 0.1 01318 – 0.1
PowerLok® safety clip 10443 – – 10443 – –
Notes:1. These channels have a knock-out for a vertical outlet:
TD200 – 100mm and 150mm round, TD300 – 150mm and 200mm round.2. Inverts shown are male end, for female invert depths – subtract 5mm from male
invert (except neutral channels where it will be the same as the male invert). To calculate overall channel depth, add 25mm to invert depth.
3. Type 900 In-line pit assembly (Polycrete® top with grate and plastic base).4. Type 614 In-line pit assembly (Polycrete® top with grate and Polycrete® base).
5. Overall depth of in-line pit and end caps.6. Weights shown are for channels / in-line pit with Hi-Flo grates. For 1m channels
with Heelsafe® grates – TD200 add 5.2kg, TD300 add 8.6kg. For 1m channels with Transverse grates – TD200 add 1.4kg, TD300 add 1.4kg. Half these weights for 0.5m channels and in-line pits.
7. Channel and grate assembly come complete.
8www.acoinfrastructure.com.au
TraffikDrain ACO Infrastructure
© 2016 ACO Polycrete Pty Ltd. All reasonable care has been taken in compiling the information in this document. All recommendations and suggestions on the use of ACO products are made without guarantee since the conditions of use are beyond the control of the company. It is the customer’s responsibility to ensure that each product is fit for its intended purpose and that the actual conditions are suitable. ACO Polycrete Pty Ltd. pursues a policy of continuous product development and reserves the right to amend specifications without notice.
ACO Polycrete Pty LtdHead Office:
134–140 Old Bathurst RoadEmu Plains NSW 2750
Sales: 1300 765 226 +61 2 4747 4000 (International)Fax: +61 2 4747 4040Email: [email protected]: www.acoaus.com.au
Branches in: New South Wales / Australian Capital Territory Victoria / Tasmania South Australia / Northern Territory Queensland Western Australia
Quality ISO 9001
Follow us on
LE00
46(2
016
– 60
00)
Technical support and servicesACO has an established Technical Services Department with many years experience advising on surface drainage in road applications.
This free service is offered with no obligation and is supported with extensive, high quality information, brochures and technical documentation.
Services include advice at project design stage through to on-site support as required.
Trench and grate hydraulics• Used to correctly size up trench drains
• Determine pit spacings
• Allow gutter flow width to be calculated
• Grate intake testing based on experimental results and software developed by the UNSW Water Research Laboratory
Technical documentation
NOTES:
1. Specific site conditions may require an increase in concrete encasement dimensions and/or reinforcement. It is the customer's responsibility to ensure the
concrete encasement is designed for the application. A minimum concrete strength of 25MPa is recommended. The concrete should be vibrated to
eliminate air pockets. Engineering advice may be required.
2. The finished level of the asphalt must be approximately 3mm above the top of the channel edge.
3. Haunch slopes away at a ratio of 1:4 or approximately 15°.
4. For further details, refer to ACO's design & site installation files at www.acodrain.com/resources.html
260
15
0
150150
25 m
ax. BASE COURSE
ROAD COURSE
BEDDING LAYER
SOIL
ASPHALTSEE NOTE 3
SEE NOTE 2CONCRETE ENCASEMENT
(SEE NOTE 1)
41
SPECIFICATION CLAUSE
TRAFFIKDRAIN TD200 - LOAD CLASS D
GENERAL
THE SURFACE DRAINAGE SYSTEM SHALL BE ACO'S TRAFFIKDRAIN
TD200 POLYMER CONCRETE V-PROFILE CHANNEL SYSTEM WITH
DUCTILE IRON EDGE RAILS AS MANUFACTURED BY ACO.
MATERIALS
TD200 CHANNELS SHALL BE MANUFACTURED FROM POLYESTER
RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST-IN DUCTILE
IRON EDGE RAIL. PROPERTIES OF POLYMER CONCRETE WILL BE AS
FOLLOWS WITH SUPPORTING DOCUMENTATION:
COMPRESSIVE STRENGTH: 98 MPa
FLEXURAL STRENGTH:26 MPa
TENSILE STRENGTH:14 MPa
WATER ABSORPTION:0.07%
FROST PROOF:YES
COEFFICIENT OF EXPANSION/CONTRACTION: 2.02x10-5/°C
WATER VAPOUR TRANSMISSION: 0.0364g/m²
NON FLAMMABLE:YES
COEFFICIENT OF ROUGHNESS (MANNINGS): n=0.011
RESISTANT TO WEATHERING: YES
DILUTE ACID AND ALKALI RESISTANT: YES
SF SEALANT GROOVEYES
CHANNELS
TD200 CHANNEL SHALL BE 200mm NOMINAL INTERNAL WIDTH WITH
AN OVERALL WIDTH OF 260mm. CHANNEL INVERT SHALL HAVE A
V-PROFILE TO ALLOW EFFICIENT DRAINAGE. TD200 SLOPED
CHANNELS SHALL HAVE A BUILT-IN SLOPE OF 0.5%. ALL CHANNELS
SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT.
GRATES
INSERT SPECIFICATION FOR THE SELECTED GRATE. REFER TO THE
RELEVANT ACO SPECIFICATION INFORMATION SHEET, CLICK HERE.
INSTALLATION
THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO AND TO BE
INSTALLED FOR ITS INTENDED PURPOSE. ANY DEVIATION OR
PARTIAL USE OF THE SPECIFIED SYSTEM AND/OR IMPROPER
INSTALLATION WILL VOID ALL WARRANTIES PROVIDED BY ACO.
TD200 - TRAFFIKDRAIN - LOAD CLASS: D
FOR ASPHALT
INSTALLATION DRAWING - ACO DRAINDATE: 02/14
XIT2-DA1ACO Polycrete Pty Ltd
Australia
Ph: 1300 765 226
www.acodrain.com.au
ACO Limited
New Zealand
Ph: 0800 448 080
www.acodrain.co.nz
TEST REPORT
20160311-08-142128
Page 1 of 3
IIIIIIIIIIII ACO Polycrete Pty Ltd
Test Facility 134-140 Old Bathurst Rd (PO Box 470) Emu Plains NSW 2750 Australia
New South Wales Telephone +61 2 4747 4000 Facsimile +61 2 4747 4040 Email [email protected] Web http://www.acoaus.com.au
NATA Accredited Laboratory Number 15193
Accredited for compliance with ISO/IEC 17025 This document shall not be reproduced except in full
Report Number: 20160311-08-142128 Report Date:Prepared For:
11th March 2016 ACO Marketing & Product Management ACO Range:
Infrastructure System:TraffikDrain TD300 Part Number:142128 Description:Iron HiFlo grate (0.5m), see photos. Weight of Sample 1 / 2 / 3 – 10.42kg / 10.44kg / 10.56kg
Size (Width x Length) - clear opening 300mm x 499mm (Circular Opening – CO = 300mm)
- overall337mm x 499mm x 48mm depth
Drawing Number: D456-01-02 Test Date:
11th March 2016 Specification:AS 3996-2006 Access covers and grates
Procedure:AS 3996-2006 Appendix C - Load Tests for Covers and Grates
Acceptance Criteria: AS 3996-2006 Clause 4.2.1.2 Type Test for Class D (for CO=300mm) Test Equipment:
• Test rig made of steel beams and plates • Enerpac hydraulic ram with associated load cell and transducer F • Digital gauge to measure deflection/permanent set
Test Block Size: 250mm diameter Test Results:For Class D
140kN – Serviceability Design Load (SDL) 3.52 / 3.16 / 3.93mm – Measured Deflection for Sample 1 / 2 / 3 6.67mm – Maximum Deflection Limit = CO/45 Passed Class D deflection limit under the first application of the serviceability
design load. 0.42 / 0.54 / 0.76mm – Measured Permanent Set for Sample 1 / 2 / 3 1.00mm – Maximum Permanent Set Limit = 1mm (for CO≤500mm) Passed Class D permanent set limit after the fifth application of the
serviceability design load.
Catchment Slope A: %
Catchment Slope B*: %
Note: Ponding Analysis is performed when a ‘Hydro’ exceeds 100% capacity and where temporary
ponding is deemed acceptable and will not likely result in damage to property or person.
Ponding Analysis
ACO Technical Services
Project Details
Project Name :
Project Number :
Street Address :
City :
State Zip code :
Customer email :
Customer phone :
ACO contact name :
ACO contact email :
Date :
Design Details Sag (Two-way slope)
Notes:
9470 Pinecone Drive
Mentor, OH 44060
Tel: +1 (440) 639-7131
Fax: +1 (440) 802-1063
ACO Polymer Products, Inc.
825 West Beechcraft Road
Casa Grande, AZ 85222
Tel: +1 (520) 421-9988
Fax: +1 (520) 421-9899
4211 Pleasant Rd
Fort Mill, SC 29708
Tel: +1 (440) 639-7131
Fax: +1 (803) 802-1063
Copyright © ACO Polymer Products, Inc.www.acousa.com
‘A’ ‘B’
TS operator
Catchment Geometry (Cross-Section)
1. The hydraulics of the ACO’s trench drain calculated based on the assumed Runoff Scenario above.
2. The extent of ponding, depth and width, were determined from the Catchment Geometry (Cross-Section) with 16.7% (1 in 6) crossfall and the
hydraulic modelling results in ‘Hydro’..
Runoff Scenario
sgniwarD elacS ot toN
Ponding Map
KS030Neutral
Channels
Run length to outlet, L=6m @ S=0.5% longitudinal groundslope
Constant lateral runoff, q=1.253 L/s/m
CatchmentFlow
Q = 62.8 L/s
3.3m maximumPonding width
KS030Channels
27mm Pondingdepth
Cross-section of temporary ponding
100mm
Outlet end
Flow direction
3.3m Maximum
width of ponding
0.8m Average
width of ponding
Length of ponding - 5.2m
Extent of ponding
L / s / m
Uniform lateral flow
*Note ‘B’ can be replaced by a
‘A’ ‘A’
CurbDrain (replaces trench drain)
Barrier (curb)
or
Run length to outlet, L=6m @ S=0.5% longitudinal groundslope
‘A’ =16.7% ‘B’ =16.7%
and
Flow Velocity (m/s) Flow Rate (l/s)
Flow Rate
Discharge : 22.19Flow Velocity : 1.55Minimum Freeboard : 8.54, X = 29.24 mDrain Capacity Utilised : 93.07
[l/s][m/s][mm][%]
Results
All depths are in mm
(Freeboard Depth)
Level of Flow
Flow Velocity
Date: 8/04/2016System: TD200Run: TraffikDrain Option
1300 765 226 (Aus)+61 2 4747 4000 (Export)0800 448 080 (NZ)
Copyright ACO Polycrete Pty LtdUnauthorised reproduction strictly prohibited.
Gnd level
0
0
100
200
300
400
Clear Height (mm)
Flow Depth (mm) 145
93
145
136
145
131
145
124
145
115
145
106
145
96
145
86
145
74
145
60
145
40
31.5 m
1 %
0
5
10
15
20
25(l/s)
0
5
10
15
20
25(l/s)
0 5 10 15 20 25 30 (m)
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6(m/s)
Certification • Certificate of Compliance / Conformance available
• NATA endorsed load test reports to AS 3996
• NATA accredited ACO Laboratory – Accreditation No: 15193
Installation• Plan and long section drawings for complex layouts
• Recommended installation drawings
• Installation cost estimate
• Cross section detail of trench drain with standard kerb and gutter
• Pit connection detail with standard Road Authority pits
• Step by step site installation manual and installation device instructions with templates are available on ACO’s website
EXPANSION JOINT TOENGINEER’S DETAIL
CONCRETE
BEDDING LAYER
SOIL
Grated Polycrete® ChannelsSite Installation Manual
ACO Civil Construction Products