background image

 
 

 

 

 
 

 

www.saferoads.com.au

 

 

T       

1800 060 672 

 

[email protected]

 

Australian Version 2.0 

May 2021 

Page 4 

 

 

Testing 

  

The Ironman Hybrid  Barrier  has  been  successfully  crash  tested  to MASH  2016  Test  Level  2 (TL-2)  as  a  redirecting 
longitudinal safety barrier for vehicle weight up to 2,270kg at speeds up to 70 km/h. 

Whilst no longer approved at 100km/h, the Ironman Hybrid Barrier has been crash tested to the superseded Standard 
NCHRP 350, TL-3 - 2,000kg vehicle, 100km/h at 25 degrees. This test shows the extra capacity of the system, this impact 
has 80% more energy than the MASH TL-2 test and the deflection was 1.9m, only 28% more than the MASH TL-2 
Deflection. 

 

Barrier Segments 

 

An Ironman Hybrid Barrier installation is constructed from a series of individual barrier segments. Each segment is 
constructed from steel with four concrete inserts attached to the underside of the barrier. The dimensions of each 
segment are: 

Installed length 

4.15m 

Segment Width 

546mm 

Segment Height 

813mm 

Weight 

925kg 

 

The ends of each section are constructed with knuckles that interlock with those of other segments. The end knuckles 
are  vertically  aligned  to  accept  a  steel  connecting  pin.  The  pin  securely  joins  the  sections  for  maximum  impact 
performance. The sections can swivel at the pin for easy positioning around work areas. 

Limiting deflection spacers are to be installed to reduce the deflection and movement in the joints, they may only be 
omitted where a tighter radius deployment is required. 

The Ironman Hybrid Barrier is constructed in a unique shape. The sloping ribbed side walls interact with an impacting 
vehicle in a way that resists penetration, vaulting, and under-riding. Each section contains four concrete ballast blocks 
that  are  contained  between  the  bottom  rub  rails  providing  weight  and  stability  to  reduce  the  deflection  of  the 
freestanding Barrier. 

 

 

 

Summary of Contents for Ironman Hybrid

Page 1: ...W www saferoads com au T 1800 060 672 E sales saferoads com au Australian Version 2 0 May 2021 PRODUCT MANUAL ...

Page 2: ...21 Page 1 Contents Preface 2 Introduction 2 Applications 3 Limitations 3 Testing 4 Barrier Segments 4 Minimum Deployment 6 Length of Need 6 Deployment Diagram 7 System Deflection Working Width 8 Site Considerations 8 Barrier Deployment 9 Maintenance and Repair 11 Safe Work Method Statement 12 ...

Page 3: ...ustralia 1800 060 672 International 61 3 5945 6600 Email sales saferoads com au Introduction Saferoads Ironman Hybrid Barrier provides several unique advantages over traditional portable concrete barriers Pinned Steel Barriers or other styles of portable safety barriers Crash tested to o MASH TL 2 70km h 2 270kg Pickup 25 degrees o NCHRP 350 TL 3 100km h 2 000kg Pickup 25 degrees Safe consistent a...

Page 4: ...es etc Road construction Lane closures Toll plazas Road resurfacing Excavation or culvert protection Detours Bridge repairs Median or roadside installations The Ironman Hybrid Barrier can be used on concrete asphalt and spray sealed surfaces Limitations The Ironman Hybrid Barrier has been fully tested and evaluated as per the recommendations of the Manual for Assessing Safety Hardware MASH 2016 Th...

Page 5: ...ete inserts attached to the underside of the barrier The dimensions of each segment are Installed length 4 15m Segment Width 546mm Segment Height 813mm Weight 925kg The ends of each section are constructed with knuckles that interlock with those of other segments The end knuckles are vertically aligned to accept a steel connecting pin The pin securely joins the sections for maximum impact performa...

Page 6: ...e lifting point The Ironman Hybrid Barrier is designed to accept a barrier stacked on top for storage and freighting purposes The segments interlock so timber bearers between the barriers are not required Saferoads recommends stacking the Ironman Hybrid Barriers no more than two high Caution should be used when freighting so that the lower level is strapped down and secured before loading the seco...

Page 7: ...upant safety in the event of an impact to the end of a barrier installation The Length of Need begins at the joint between the 4th and 5th Hybrid Barrier 22 5m downstream from the nose of the SLED The End Length of Need is 22 5m Upstream from the downstream end of the System Crash testing revealed that a 2 270kg Dodge Ram was successfully redirected when impacting the plastic modules of the Upstre...

Page 8: ...W www saferoads com au T 1800 060 672 E sales saferoads com au Australian Version 2 0 May 2021 Page 7 Deployment Diagram ...

Page 9: ...th of Need BLON These results are taken from MASH TL 2 compliant impacts using a 2270kg Dodge Ram pickup Please note that actual deflections and therefore working widths may vary from expected results due to site conditions LON Speed 70km h Angle of Impact 25 Deflection 1 49m Working Width 2 04m Site Considerations While Saferoads Ironman Hybrid Barrier can be installed on most worksites some obst...

Page 10: ...Deflection Limiting Spacer is designed to minimise the risk of hand injuries during deployment The following procedure is designed to prevent possible injury 2 Working downstream of the first barrier segment unload the second barrier segment place the spacer on the 1st Barrier it will sit on the Knuckles of the bulkhead SPACER PIN 3 Manoeuvring the next Barrier into position Remain cautious of pot...

Page 11: ...nd then drill the forth hole 18mm dia 9 Attach the Strap with M16 x 50 Mushroom head Gal bolts 10 See below standard SLED Transition attachment to the Hybrid Barrier 3 x M16 x 30 Hex Bolts attach the SLED Trans Panel to the Hybrid Transition Strap To ensure compliance of the Ironman Hybrid Barrier attachments such as anti gawk screens signs flashing lamps etc must not be fitted to the barrier with...

Page 12: ...be easily removed and replaced Barriers which show evidence of impact will require close inspection of concrete ballast blocks all struts braces and supports showing particular attention to weld point integrity It is not recommended to self repair any components as this could compromise the integrity of the barrier in regard to its original design specification Any damaged sections must be replace...

Page 13: ...rts should be clear when lowering and joining barrier segments Appropriate PPE should also be worn Abide by worksite speed limits and transport routes Ensure nearby personnel are wearing high vis clothing Personnel should wear appropriate clothing and foot wear for environmental conditions Where required personnel should wear appropriate hearing protection Where required personnel should wear appr...

Reviews: