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Load Security Roundwood Timber Haulage John Lyons Coillte, Chairperson,FITG. June 2015 Background Timber Haula Timber Haulage COP and GPG ge COP and GPG (20 (2014) 14) r recommend ecommend tha that t at t st bay and a least


  1. Load Security Roundwood Timber Haulage John Lyons Coillte, Chairperson,FITG. June 2015

  2. Background Timber Haula Timber Haulage COP and GPG ge COP and GPG (20 (2014) 14) r recommend ecommend tha that t at t • st bay and a least least 2 st 2 straps ps on 1 on 1 st bay and at l t least east 1 st 1 strap p on other on other bays bays be be used. T used. This i his is s in line w in line with ith UK r UK recommenda ecommendations tions. Quest Questions ions raised aised by HSA by HSA • FIT FITG G meeting meeting inc incl HSA Oct HSA Oct 2014 2014 • Subg Subgroup set oup set up (J up (J. . Lyons, ons, Des Des Phelan, Ger Phelan, Gerry y McM McMor orrow, , • Scott Scott Robinson, obinson, HSA) HSA) 2 meetings 2 meetings held held •

  3. Literature review Forestry Codes of Practice in Irl and UK • Worldwide forestry research reports (SW , NZ) • International Guidelines on Safe Load Securing for Road • Transport HSA Load Security Information bulletin, European CSN EN • 12 195 Calculation of Load Restraining on Road Vehicles UK Dept of Trans COP re Safety of Loads on Vehicles • UK Transport Research Laboratory report, Load securing • Vehicle operator guidance UK GOV, 03/2015, European Best Practices guidelines on • cargo securing for road transport All hauliers and others consulted •

  4. Number of Strap numbers required? European formula (Annex a) • Main Variables • – 1 = Friction factor – 2 = tension force in strap Formula put on excel, allows for sensitivity analysis. • (Annex b) •

  5. Friction Factor, Roundwood Logs Sweden, Roundwood logs............ 0.78 • New Zealand, Sawlogs....................... 0.71 • Ireland.................................................. ????? •

  6. Testing Friction factor (Friction factor = Tan of Angle when slippage occurs)

  7. Calculating Friction Factor Based on measurements (Ht and log Length) slippage occurred at 32 degrees in this case. Tan 32 = 0.63 (friction factor) Wet conditions, some crooked, some bark stripping, March 31 st Best Result achieved, 0.84

  8. Tension Force in strap ? Digital Dynamometer was used to test the tension forces. • Labels on tensioner and associated polyester lashing show; (show examples) • Lashing Capacity.................... LC (Typically, 2,500 daN) Standard Hand Force............. S HF Standard Tension Force......... S TF S TF is the residual force after physical release of the handle of tensioning device Older S TF , perhaps 200 daN Upward ratchet tensioning Newer. Downward tensioning S TF = 300 daN, 400 daN, 500 daN with S HF = 50 daN Longer handled ratchet, more teeth (example)

  9. Further Lashing Possibilities Gr Gr 80 tens 80 tensile ile chain, w hain, when used hen used wi with l th load binder oad binder can giv can give v e ver ery y • high tens high tension ion for orce. ce. EN EN 121 12195 95-3 r 3 ref efer ers. (La s. (Lashing Cha shing Chains) ins) • e.g . . S TF e.g TF = 1,900 = 1,900 daN daN wi with th S TF TF of of 50daN 50daN Re Re-visit visiting ing Eu Europe opean F an For ormula mula

  10. Other Load Security Considerations Anchoring points for lashings, and any connectors • Strap rating, condition • • Sliding Bunks (no existing guidelines) Influence of other restraint features? E.g. Timber Specific • bunks provide positive restraint, partially chocking. Crane location • Knowledge of all parties, competency to assess. • Compliance......with standardsds and operational guidelines •

  11. Where is this at? This is ‘Work in Progress’ • Guidelines are required.... • realistic and practical, very many variables. (pre-tensioning, load movement, species, quality and lengths of timber, time of year, etc etc.....) Industry experience to date must be taken into account • Additions to current guidelines cannot be overly prescriptive • Meanwhile, while this is ongoing, the focus should be on compliance with current guidelines and an understanding on the part of all concerned in relation to variability and the need to assess and secure each load as a separate entity.

  12. Competent Person. Designated person, suitably trained qualified by knowledge • and practical experience and with the necessary instructions to enable the required tests and examinations to be carried o ut .

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