REACT 350Â® II - Energy Absorption Systems

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Foundation/Anchoring AssistanceContact Energy Absorption Systems Customer Service Department if you would like input as toyour specific application. Proper model selection is essential to the performance of the REACT350 ® II system. You will need to answer the following questions:1. Are curbs, islands, or elevated objects (delineators or signs) present at the site? Whatheight and width are they? All curbs and elevated objects should be removed. Curbsshould be removed from behind the backup to approximately 15 m [50’] in front of theREACT 350 ® II System. Any curbs that must remain should be 102 mm [4”] maximumand be mountable. Signs should not interfere with the system’s ability to collapse.Generally, a vehicle should not interact with two appurtenances at the same time. Allowadequate spacing.2. If the deployment site is a gore area (place where two roads diverge), what is the angleof divergence?3. What is the general geometry of the site? Include the roadway for 150 m [500’] in front ofthe hazard, so traffic patterns can be visualized.4. Is there an existing guardrail or median barrier at the site?5. What is the width of the hazard to be protected?6. Will there be traffic approaching from the rear of the system? Is the system in a two-waytraffic situation with traffic going in opposite directions on either side of the system? Or,is the system on the side of the road where cross over traffic is a concern? If so, atransition from the hazard to the rear of the system may be necessary to prevent avehicle from interacting with the rear of the system (See “Bidirectional Traffic” on Pages13 and 15).7. Are there any other unique features at the site that may affect the positioning orperformance of the REACT 350 ® II system? See “Other Factors That May Affect YourSpecification on Page 20.www.energyabsorption.com Revision A July 2013www.highwayguardrail.com 19 All rights in copyright reserved
Other Factors That May Affect Your Specification1. The existence of drain inlets or buried culvert pipe.2. Junction boxes or other appurtenances located near the hazard.3. Insufficient space for the length of system preferred.4. The location and movement of expansion joints.5. Breaking cross-slopes under or near the proposed assembly or severe cross-slopeunder the system. Provide leveling to 8% maximum.Figure 11 - 1:12 Cross-SlopeWarning: The existence of any cross slopes in excess of 8% or curbs maycreate an untested effect on the impacting vehicle.www.energyabsorption.com Revision A July 2013www.highwayguardrail.com 20 All rights in copyright reserved
Page 8 and 9: System OverviewThe REACT 350 ® II
Page 10 and 11: Miscellaneous Traffic control equip
Page 12 and 13: Model Number DescriptionBSelf‐Con
Page 14 and 15: System DesignSelf-Contained BackupT
Page 16 and 17: Offsetting the SystemIf space permi
Page 18 and 19: Foundation/AnchoringConcrete Instal
Page 22 and 23: JointsThe REACT 350 ® II system ma
Page 24 and 25: 2) Determining the Base Point & Cen
Page 26 and 27: 4) Drill and Set AnchorsUse the hol
Page 28 and 29: Warning: Once the grout has hardene
Page 30 and 31: 4) Attach Restraining CablesWarning
Page 32 and 33: 5) Tension Restraining CablesUse th
Page 34 and 35: Optional Debris CoversTo attach Opt
Page 36 and 37: 3) Clean the holesTable A: MP-3 ®
Page 38: Horizontal AssembliesThe Horizontal
Page 41 and 42: Recycling InformationWhen parts nee
Page 43 and 44: Post-Impact Instructions1. Deploy t
Page 45 and 46: DWG R626C036UREACT 350 ® II TL-3 w
Page 47 and 48: DWG 3535006-0000REACT 350 ® II Tra
Page 49 and 50: DWG 3535048-0000 Sheet 2 of 3www.en
Page 51 and 52: DWG 605028 Sheet 1 of 2REACT 350 ®
Page 55 and 56: DWG 605020 Sheet 3 of 3www.energyab
Page 59 and 60: DWG 617967REACT 350 ® Nose Cover A
Page 65 and 66: DWG 3535043-0000REACT 350 ® Misc.
Page 67 and 68: DWG 618102REACT 350 ® Debris Cover
Page 69 and 70: DWG 3535113-0000REACT 350 ® Drivab
Page 71 and 72:
Notes:www.energyabsorption.com Revi
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REACT 350Â® II - Energy Absorption Systems

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