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NSC CARGO SECUREMENT STANDARD

Cargo Securement Standards Harmonization Committee Meeting - September 15, 1996

Marriott Hotel
Charleston, West Virginia

RECORD OF DECISIONS

In Attendance:

CVSA - R. Fiste - Co-Chair , CCMTA - L. Pelletier - Co-Chair , CCMTA - S. McAlister - Secretary, Oregon State University - C. Bell, Ontario Ministry of Transportation - J. Billing, L'Echo du Transport - S. Bouchard, West Virginia PSC - B. Brooks, Alberta Transportation - S. Callahan, SAAQ - R. Desaulniers, Ministere des Transports du Québec - G. Desrosiers, Aluminum Association - S. Epstein, Oregon DOT - H. Eubanks, FDOT/MCCO - D. Harris, Pennsylvania PUC - M. Hoffman, Saskatchewan Highways & Transportation - P. Hurst, Oregon DOT - R. Jones, Columbus McKinnon Corporation - T. Lowery, Montana DOT - G. Marten, Oregon State University - P. Montagne, Transport Canada - J. Neufeld, California Highway Patrol - M. Padilla, New Brunswick DOT - J. Palmer, CCMTA - J. Pearson, Information & Education Services - T. Pogue, Ravenwood Aluminum Corporation - B. Sims, Kinedyne Corporation - J. Takacs, Lufkin Trailers (TTMA) - L. Watts.

1. Introduction and Welcome

Mr. Fiste and Ms. Pelletier the Co-Chairs of the Standards Harmonization Committee welcomed participants to Charleston for the second meeting of the Committee.

The Co-Chairs outlined the purpose of the meeting indicating the research results would be presented and the Committee would be asked to review and provide comments on the initial draft of the North American Cargo Securement standard. A brief overview of the function and reporting structure between the Drafting and Harmonization Committee was provided. Finally, it was noted the Committee at a later date would be responsible for developing an implementation and communication plan.

A general round of introductions were made.

2. Adoption of Agenda

The agenda was reordered for the MTO presentation on the research results and was then adopted.

3. Adoption of Record of Decisions - April 2, 1996 - Norfolk, Virginia

The Record of Decisions from the Norfolk meeting were reviewed and then approved by the participants.

4. Cargo Security Research - Review of Findings - Status Research Reports

Overview

Mr. Billing provided an overview of the test program noting very little was known about the interaction between the various elements of cargo securement systems. The joint research program which had been undertaken by both private and public sponsors was aimed at addressing this lack of knowledge. Basic knowledge on cargo securement systems would be used as building blocks to develop a new North American standard. He indicated the research was directed at fundamentals such as anchor points, tiedowns, blocking, and friction (static and under vibration). He noted additional specific testing was being done on dressed lumber (applicable to similar loads), metal coils and other commodities including boulders and palletized loads. He indicated his presentation would cover the Ontario portion of the research.

i) Ontario Ministry of Transportation

a) Effect of Load Type and Tiedowns on Equalization of Tension in the Spans of Tiedowns

Mr. Billing summarized the results from this aspect of the testing noting that contrary to conventional wisdom the load did not equalize during the testing. He indicated there is a considerable loss in tension when a tiedown passes over a corner. Road vibration does not result in equalization of tension, except to the extent that the tight side becomes looser. He indicated if the load is not rigid there can be a total loss of tiedown tension as the load settles. For regulatory principles he indicated tensioning from the centre reduces the total loss of tension.

A number of participants expressed surprise at the results. It was agreed Mr. Billing would draw conclusions on tiedowns following presentation of item 4.i.e).

b) Effect of Binder Type and Chain Length on Tension in Chain Tiedowns

Mr. Billing summarized the research findings on this portion of the project noting ratchet binders should be used with care, as excessive ratcheting can easily tension the chain beyond the Working Load Limit (WLL). He noted lever binders would not normally tension close to the WLL without assistance. A 24 inch pipe on a lever binder can tension above the WLL, and should not be used. He briefly indicated that there was little effect of corner radius or chain link orientation on chain failure. Most of the failures which occurred were at loads close to the straight pull strength (See item 4.i.e).

c) Friction Coefficients Between Typical Loads and Trailer Decks

Mr. Billing summarized the research findings relative to friction noting it may have been a factor underestimated for its ability to ensure loads are secured to vehicles. He indicated a number of skidder/trailer deck combinations have quite high co-efficients of friction. The effect of various contaminants (ie: water, oil, dirt) produced interesting results relative to the co-efficient of friction. He indicated a high friction number generally inhibits load movement. He suggested the Committee would be called upon to evaluate whether friction could be made reliable as a means of load securement.

d) Load Capacity of Nailed Wood Blocking

Mr. Billing summarized the research findings relative to nailed blocking. He noted the numbers generally confirmed work which had been done by the AAR. The different methods of using nails (ie: front toenail) as blocking and their modes of failure was described.

In discussion it was acknowledged nailed wood blocking, or blocking against an obstacle can help immobilize cargo. It was suggested for regulatory principles that blocking can be used for articles of moderate weight. For heavy cargo however it was impractical to place substantial reliance on blocking for securement purposes.

e) Effect of Load Movement on Tension in Tiedowns

Mr. Billing summarized the results of the effect of cargo motion on tiedowns. It was noted tiedown tension increases depend on tiedown, geometry and corner characteristics and cargo movement. If the cargo moves far enough, geometry can result in very high tensions in chain tiedowns. Webbing is flexible and therefore generally more forgiving. Tension is relieved if the load slips under the tiedown. This latter point was demonstrated with bar graphs from the testing.

The research results suggested the following for consideration by the drafting group. Tiedowns do not prevent cargo movement. Tiedowns require sufficient tension to secure the cargo and sufficient reserve against yield when the cargo moves. This will be difficult to control reliably in any standard. Tiedowns become much less critical element in cargo securement systems if the cargo is immobilized or has high resistance to movement. As a result cargo should be contained, blocked, braced or otherwise immobilized prior to tiedown. Tiedowns alone cannot prevent cargo from moving at high accelerations, so some movement must be accepted if cargo cannot be completely immobilized. The standard should set requirements that there be no cargo movement up to some reasonable acceleration. With respect to flexible tiedowns there may be substantial movement and if this unacceptable (movement) these types of tiedowns should not be used. Finally tiedown requirements must allow for unequal tensions.

f) Evaluation of the Strength and Failure Modes of Heavy Truck Cargo Anchor Points

Mr. Billing summarized the test results for anchor points noting testing had been undertaken on stake pockets, chain in tubes, D-rings, rub rails, welded rods, and winches. Briefly stated steel pockets are generally stronger than aluminum pockets and failures occur at the welds. For the stake pocket chain pull all of the aluminum pockets failed at the weld. Hooks or chain severely distorted the pockets usually at loads far below the ultimate. For D-rings ultimate load seems independent of load direction. Either the clip, weld or the ring failed. Mr. Billing noted the testing indicated that winches fail either at the attachment (weld, clip, or track) or at the pawl. Sliding winches were weaker than welded and clipped winches as the track opened up at quite low loads (3 to 4 thousand pounds). He also noted winches are much weaker if loaded other than vertically. He briefly summarized the results for chain-in-tubes and welded rods noting large permanent deformations occurred at quite low loads.

In summary he noted all anchor points started to yield and become severely deformed at loads much lower than the ultimate load reached. Ultimate loads varied greatly depending on the direction of loading. Many of the failures recorded were well below Transport Canada's 20,000 lb ultimate load. For the purposes of the standard he suggested the Committee should consider that all anchor points be designated and rated. The mode of use should be considered in rating anchor points. Finally a standard or direction should be developed to assess damaged anchor points and when they should be replaced.

g) Tests on Methods of Securement for Thick Metal Plate

The testing is complete but was not covered in the presentation.

h) Tests on Methods of Securement for Large Boulders

Mr. Billing provided the results from the testing for large boulders where the following regulatory principles were suggested: put the flattest side down, stabilize with blocking, the pointed end should be forward, and create a wedge.

Following discussion it was agreed the Drafting Group would be tasked with creating language in the standard to reflect these principles.

i) Bending Strength of Trailer Stakes

Mr. Billing summarized the results from the testing for the bending strength of trailer stakes. He noted the testing conforms with fundamentals of structural engineering for bending and shear.

A brief discussion ensued where it was agreed the Committee would await the full report prior to providing any direction to the Drafting Group.

j) Effect of Tiedowns on Wood Blocks Used as Dunnage

Mr. Billing indicated the testing had suggested cargo should be preferably be contained, blocked, braced, wedged or otherwise immobilized prior to tiedown. He noted a significant number of wood blocks had been destroyed during the testing. It was noted tiedowns alone cannot prevent cargo from moving at high accelerations, so movement must be accepted if cargo cannot be completely immobilized. He indicated there should be no cargo movement up to some reasonable acceleration and it would be up to the drafting committee to set the limit. He noted flexible tiedowns may allow substantial movement; and if this is determined to be unacceptable, these types of tiedowns should not be used. He suggested wherever possible the load should be wedged. He concluded by indicating tiedown requirements must allow for unequal tensions based on the earlier results (See item 4.i,a).

k) Metal Coil Testing - Update

Mr. Billing advised the Committee that testing for this portion of the project was being initiated in the next few weeks and would be completed through the course of the fall. He indicated the coil inertia reaction rig had been designed and constructed and that MTO would be undertaking "shakedown" testing prior to the actual tests. He indicated this was by far the largest component of the research and extra care was being taken to ensure the tests provided the desired results. He concluded by indicating the report on this testing would be available by year end.

ii) Concordia University

a) Experimental Evaluation of Friction Coefficients of Typical Loads and Trailer Decks Under Vertical Vibration

Mr. Neufeld summarized the results of the Concordia tests noting friction might not be as reliable as an element in the load securement system as had previously been hoped. He indicated minimum sliding friction diminishes as vibration increases. Cargo can "hop" and this depends on the dynamics of the deck/cargo interface. In some situations up to 75% of friction was lost for 25% of time when subject to dynamic tests. A bump would cause the load to move upwards and then shift on the trailer deck. He briefly outlined the results from the supplementary computer work which had been done by Concordia and drew the implications of these results for the standards harmonization project.

It was suggested the Drafting Group might have to further consider whether "up" was a direction relative to the development of a performance based standard.

iii) MTQ - Forest Engineering Research Institute of Canada

a) Slippage Tests with Anti-Skid Mats

Mr. Desrosiers provided an overview of the tests which had been undertaken by MTQ/FERIC relative to Anti-Skid pads or mats. He indicated the results had suggested the mats had promising capabilities in enhancing the friction between the load and the trailer deck.

It was suggested in eliminating load shift the mats may engender different kinds of problems relative to loads toppling over. Mr. Palmer indicated New Brunswick would be conducting additional tests with Sunbury on paper rolls using mats. It was agreed when this testing was completed it would be shared with the Standards Harmonization and Drafting Committees.

b) Dressed Lumber Tiedown Tests

Mr. Desrosiers provided an overview of the work and results which had been generated from the MTQ/FERIC research on dressed lumber. He indicated a variety of tests (both static and dynamic) had been conducted on dressed lumber. He noted the results should be equally applicable to other commodities of similar size and method of restraint. Briefly he indicated friction along the surfaces of contact between the load and its supports would appear to be the principal factor which affects load securement. This was highlighted by the relative performance between wood and teflon surfaces. Tiedown tension also had a significant impact on the efficiency of tiedown systems. He concluded by indicating the research indicated that adding more tiedowns beyond the minimum needed to assure load integrity would appear to provide only minor improvements in load securement.

In discussion, Mr. Desrosiers clarified teflon had been utilized to provide baseline results which would be equivalent to snow and ice on a trailer deck. It was noted this was a worst case scenario which would have to be considered by the Standards Harmonization Committee in setting the base performance requirements. It was noted the results were complimentary and confirmed other completed project work. It was confirmed that these two reports were final and could be secured from the CCMTA Secretariat.

iv) Aluminum Association

Mr. Epstein updated participants on the testing which was being undertaken by members of the Aluminum Association. He indicated the computer simulation model developed by Professor Perkins of Syracuse University had been completed and that Bill Moore was conducting tests (some of which had been previewed at the previous meeting). He indicated the Aluminum Association would be doing on road tests for bumps, blocking and emergency manoeuvres for the transport of coils. He concluded his presentation by indicating a report would be prepared by the end of the year on both the computer and actual testing conducted.

A brief discussion ensued and Mr. Epstein was encouraged to circulate the report to all participants. Mr. Epstein undertook to provide the results and report to participants at the next meeting.

c) Remaining Research and Schedule

This item was covered during Mr. Billing's presentation to the Committee. All remaining testing would be completed through the fall. Most of this testing would be on metal coils.

d) Availability of Reports

The Secretariat advised on the process for release of the test reports noting each sponsor to the project would receive a complimentary copy of each of the final reports. He indicated the Management Committee had made a decision that the reports would be made available to all other interested stakeholders at a nominal cost from the Secretariat. Information on the release dates and pricing was provided. It was noted interested participants could use the internet site to order reports from the Secretariat.

e) Discussion

A concluding discussion was held among the participants who expressed satisfaction with the types and quantity of information which were being generated by the project. In summary the participants urged the researchers to speed the completion of the testing and publish the results so that progress could be made relative to standard development.

5. Standard Development

Overview

The Co-Chairs introduced Mr. Pearson (Secretary to the Drafting Group) and called on him to provide an overview of the work undertaken to date. Mr. Pearson briefly restated the objectives for the Standards Harmonization Committee. The Committee would be expected to develop a new performance based cargo securement standard which can be uniformly implemented throughout North America. The standard would be developed through collaboration between government and stakeholders from all three countries. He briefly described the process noting the research would provide the technical foundation for the standard. The Harmonization Committee was responsible to develop the standard supported by the small Drafting Group which develops material for review by the Harmonization Committee.

a) Review of First Draft

Mr. Pearson tabled copies of the first draft prepared by the Drafting Group and spoke to the outline, structure, and principles contained therein. He noted the purpose of the Standards Harmonization Committee was to gain consensus among jurisdictions, carriers, shippers and other stakeholders on:

1) Guiding principles for cargo securement which have general application to all cargo transported on the highway system;
2) Performance criteria which should be met by cargo securement systems;
3) Performance based, prescriptive cargo securement requirements which will apply to selected commodities;
4) A means to implement a common standard in all jurisdictions in North America which results in uniform application, enforcement and interpretation.

Members discussed and debated the four principles noted above. In discussion, the need to ensure the structural integrity of cargo which was being shipped was raised as an issue. It was suggested there was a role for shippers to ensure cargo could be adequately secured. Members of the Standards Harmonization Committee requested that this issue be further reviewed by the Drafting Group. In discussion, it was clarified there would be an ongoing need to review and update the standard. It was further suggested that once the performance criteria were set some shippers and carriers would opt to meet the standard in non-conventional means. This would entail certification by an engineer that the mode of securement conformed with the criteria established in Part 1 and 2 of the standard. A number of members expressed concerns relative to how these provisions could be enforced at roadside. It was indicated this would probably be a rare situation and the majority of carriers would utilize the prescriptive methods which were in the process of being developed. The Standards Harmonization Committee requested the Drafting Group continue their review of this issue. It was agreed further consideration of this issue would be deferred until more of the prescriptive portions of the standard were developed.

ii) Proposed Scope and Application of Uniform Standard

Mr. Pearson indicated it was proposed the North American standard would apply to all vehicles over 10,000 lbs (4,500 kg.).

Mr. Pogue raised the issue of the proposed FHWA exemption for vehicles in the 10,000 to 26,000 lb. category and asked whether the standard would apply to these vehicles. Mr. Fiste indicated he would clarify the situation with FHWA officials but at the present time the understanding was that all vehicles over 10,000 lbs. would be covered by the standard. It was agreed the Co-Chairs would seek confirmation of this point from FHWA. The Committee endorsed the standard would apply to any vehicle with a gross vehicle weight, gross vehicle weight rating or gross combination weight rating in excess of 10,000 lbs (4,500 kg.).

iii) Draft Performance Criteria

Mr. Pearson provided an overview of the draft performance requirements which were being proposed to the Committee by the Drafting Group. He noted following extensive discussion within the Drafting Group the following parameters were being recommended to the Standards Harmonization Committee. Mr. Pearson outlined the acceleration limits (.4 g longitudinally and .4 g laterally) for "normal driving" conditions and indicated the objective was to ensure that cargo must remain secure on or within the vehicle, and any movement or shifting of cargo must not cause damage to the vehicle, or cause the vehicle to become unstable. For "emergency situations" the drafting group was proposing the acceleration limits be .8 g longitudinally and .6 g laterally. The objective was to ensure that cargo would be adequately restrained to prevent it from falling off the vehicle, shifting beyond the bounds of the vehicle, or tipping over. It was further noted the cargo securement system should not suffer permanent damage (ie: working load limit of the components should not be exceeded).

A general discussion on the performance limits was undertaken by the participants. Mr Jones indicated the Guiding Principles needed to be adjusted to reflect for both normal and emergency driving that load shift which effects vehicle stability would not be permitted under the standard. He noted it was preferable to design a standard in which no movement was permitted. The difficulty of building this requirement into the standard was acknowledged by the participants. Eventually it was agreed Guiding Principles sub-heading b) would be modified to reflect that vehicle stability or vehicle safety shall not be effected. It was further agreed the performance criteria for emergency situations would clearly state the vehicle should not become unstable or unsafe following this type of manoeuvre. He noted following a panic stop if the load has shifted there should be a requirement to ensure the load is "reset" prior to departing again.

A general discussion ensued on the need to set an acceleration limit for the vertical direction. The rationale for the Drafting Group not including this performance limit was outlined. The Committee noted from the research friction was not always present therefore an effort would have to be made to secure against vertical movement of the load. It was suggested vehicle manufacturers would have data on vertical motion and this should be incorporated into the standard. The multitude of different vehicle suspensions and their performance characteristics would make developing this number difficult but not impossible. Mr. Takacs undertook to provide to Mr. Pearson copies of U.S. army studies which had been undertaken on this subject. Mr. Watts indicated trailer manufacturers did have some general performance information which possibly could be shared with the Drafting Group in attempting to develop a vertical performance criteria. It was agreed the Standards Harmonization Committee would recommend to the Drafting Group that work be undertaken to set a vertical performance criteria for the cargo securement standard. It was agreed the Drafting Group would be asked to report on this issue at the next meeting.

A general discussion ensued on vehicle and trailer structural integrity. A number of members indicated it would be important for the TTMA to be involved in the setting of the numbers for trailer deck and walls. A number of participants indicated there was a need to provide anchor points which could be used to properly secure cargo within and on a trailer. Mr. Neufeld briefly outlined the Canada Gazette Part 1 which was being considered in Canada relating to anchor points. He noted a manufacturing standard was being proposed to ensure that cargo could be secured within a trailer and on a flat deck. Many of the participants welcomed and endorsed this initiative. It was further suggested information and requirements for track strength needed to be included in the standard. The Committee further endorsed the notion that every component used in a cargo securement system should be rated and marked.

It was suggested trailer walls should also be rated given that many shippers/carriers were using the walls as a means to secure cargo. Mr. Watts indicated this was an incorrect use of the trailer wall, but acknowledged it was common practice. It was agreed the Drafting Group would be directed to work with the TTMA/CTEA to secure the information required to address these problems. Mr. Watts indicated TTMA would be prepared to work with members of the Drafting Group. From an enforcement perspective it was noted at a future date consideration would have to be given to viewing the contents within a trailer to ensure the carrier had used anchor points (if provided), and had secured cargo pursuant to the prescriptive elements of the standard. The Drafting Group was requested to consider these points in the development of the engineering assessment and prescriptive sections of the standard.

In order to bring closure to the basic principles and to continue work on the rest of the standard the Drafting Group required endorsement of the first sections of the standard. Mr. Palmer recommended the Standards Harmonization Committee endorse the proposed format and structure of the Cargo securement standard. In addition, it was recommended the Committee endorse the proposed performance criteria outlined in Part 1 as the basis for a uniform North American Cargo Securement standard. The recommendation was endorsed unanimously by the Standards Harmonization Committee.

iv) Commodities to be Addressed

Mr. Pearson briefly indicated the Drafting Group was in the process of developing prescriptive cargo securement requirements for the following: intermodal containers; longitudinal loads secured transversely; metal bars, plates, and pipe; metal coils; paper rolls; roll-on containers; and transverse loads secured longitudinally. He noted material on these elements would be circulated through the fall as the Drafting Group worked through and interpreted the research results.

He noted the Drafting Group was giving consideration to including the following commodities in the prescriptive sections of the standard: round objects; crushed vehicles; loads on pole trailers; large construction equipment, cars and car carriers, loads on pallets. He sought direction from the Standards Harmonization Committee on whether these lists were exhaustive and whether additional items should be reviewed.

In discussion, the Committee endorsed that prescriptive requirements be developed for those elements "under development" and those being "considered" by the Drafting Group. In addition, the Harmonization Committee recommended the Drafting Group review and develop requirements for hay rolls and specially designed vehicles. The Standards Harmonization Committee reiterated the desire that the Drafting Group "work faster" in developing the elements of the standard.

v) Schedule & Timing

The Standards Harmonization Committee undertook a review of the schedule for release of various drafts. It was noted an attempt was going to be made to complete development work by July 1997. This entailed that multiple drafts would be circulated through the fall and winter of the year. In order to expedite progress on the standard the members of the Harmonization Committee agreed ten working days would be provided for comment on each successive draft of the standard. The Co-Chairs emphasized the importance of discipline, and having Committee members adhere to this schedule if the tight time lines for delivery of the North American standard were to be met. It was clarified that for those that did not have Internet access the CCMTA Secretariat would provide hard copy, allow five days for mail delivery and then the same ten day commentary period would be provided. It was confirmed the Secretariat would advise by fax when each subsequent draft was available for review. Participants were requested to provide their fax numbers to CCMTA.

A brief discussion ensued on the requirement to develop training and awareness materials. The Co-Chairs suggested and the Committee agreed the first priority was to develop the standard and that these issues would be revisited next year.

b) Web and Sling Tiedown Association (WSTDA)

Mr. Takacs provided an overview of the work underway by the Association to develop a marking standard for webbing and tiedowns. He briefly indicated work was being undertaken to rate these products so they could be properly used for cargo securement. He further noted work was being initiated by the Association to develop a standard to rate and mark winches.

In discussion, Mr. Takacs indicated a preliminary draft had been circulated to the members of the Web and Sling Tiedown Association (WSTDA) and comments were expected by October 1, 1996. He indicated WSTDA hoped to have a consolidated standard completed for November 1996. Mr. Takacs indicated the standard would be broadly circulated to CCMTA, CVSA, ATA, and the TTMA for review and comment. It would be the intent of the of WSTDA to publish the approved standard in late 1997. The Committee endorsed the importance of the WSTDA work relative to the development of the North American Cargo Securement standard.

c) Consultation Process & Solicitation of Stakeholders Comments

This item was covered under item 5. a). v. of this Record of Decisions. All participants were requested however to provide to the CCMTA Secretariat the names and addresses of other organizations which should be part of the Standards Harmonization effort (ie: Movers Association, Special Carriers and Rigging Association).

6. Other Business

No other business was identified by the participants.

7. Next Meeting

Fredericton, New Brunswick during the CCMTA annual conference in May was suggested as a possible meeting date. It was agreed discretion would be left to the Co-Chairs to determine the date for the next meeting with the understanding a Canadian location was preferable.

8. Adjournment

The Co-Chairs thanked the participants for a productive session and adjourned the meeting.


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