National Tow Operator Certification

National Tow Operator Certification Wes Wilburn, 30 year Towing Industry Veteran and Founder of American Towing and Recovery Institute of

For Immediate ReleaseMay 8, 2025The Cardinal Legacy Towing Group and The American Towing and Recovery Institute announce...
05/12/2025

For Immediate Release
May 8, 2025
The Cardinal Legacy Towing Group and The American Towing and Recovery Institute announce a merger to create an industry leader in training towing companies...

Have you recently hired new employees? National Tow Operator Certification is a way to verify some level of competency g...
04/11/2025

Have you recently hired new employees?

National Tow Operator Certification is a way to verify some level of competency greater than just a ride-along—while having it verified by an independent organization. Employers can use the test as a continuing education tool to evaluate their employees’ strengths and areas for improvement.

$175 per person (retail)
$125 per person (member)
Includes testing and certification

To schedule visit:

It is an online testing tool that solves many needs that have been requested of our organization. National Towing Operator Certification, is a testing format that is completely online and administered live on zoom video conferencing.  The testing environment must be quiet and only 1 tester at a tim...

What is National Tow Operator Certification?National Towing Operator Certification is a testing format that is completel...
03/03/2025

What is National Tow Operator Certification?

National Towing Operator Certification is a testing format that is completely online and administered live on Zoom video conferencing.

Here are a few problems solved with this testing tool:

· When a government agency/insurance company/large commercial account requires verification of employee competency & knowledge.
· Many towing companies have also found that these types of programs help when renewing insurance, soliciting new accounts, etc.
· Hiring new employees is a way to verify some level of competency greater than just a ride-along—while having it verified by an independent organization.
· Employers can use the test as a continuing education tool to evaluate their employees’ strengths and areas for improvement.

$175 per person (retail)
$125 per person (member)
Includes testing and certification

To schedule visit: https://qrco.de/ntoc
Email: [email protected]
Call: 910-747-9000

01/06/2015

Watch this Move Over Slow Down PSA, then go sign the petition... http://wh.gov/ig0jo .... thank you!

03/05/2013

OSHA means business - Top 10 OSHA 1926 Subpart CC Citations:

When OSHA finalized the new construction rule the department defined a 4-year Transition Period for operator certification (§1926.1430), but only a 90-day transition period for crane operators, riggers and signal persons to be qualified by training that meets the rule.

Programs listed were developed to meet the new rule.


Safety tip:

Here is a fact why our training is above the rest, we can help prevent these types of citations:

OSHA means business - Top 10 OSHA 1926 Subpart CC Citations:

1. 1926.1428(a) - Signal Person not qualified
2. 1926.1425(c)(3) - Materials not rigged by qualified Rigger
3. 1926-1428(a)(3) - No documentation for the Signal Person
4. 1926.1412(f)(1) - No annual inspections performed by a qualified person
5. 1926.1408(a)(2) - No determination for working radius closer than 20 feet to a power line
6. 1926.1417(c)(1) - Operators manual, load charts, hazard warnings, etc., not in the cab at all times
7. 1926.1412(d)(1) - A determination for safety was not made by competent person after a deficiency was noted during a visual inspection
8. 1926.1412(e)(3)(i) - Monthly crane inspection results, missing or signed documentation not maintained
9. 1926.1412(f)(2) - Inspections not performed annually by a qualified person
10. 1926.1412(f)(2)(xvii) - Missing labels supplied by the manufacturer

07/10/2012

TIP OF THE MONTH:
Sling Strength & Design Factors
The ASME B30.9 standard titled "Slings" defines design factor as "a ratio between nominal or minimum breaking strength and the rated capacity of the sling." Simply put, dividing the breaking strength of a sling by the designated design factor results in the WLL.

Two important terms from the definition of design factor are "nominal strength" and "minimum breaking strength."

Nominal is a term that relates to breaking strengths published by the Wire Rope Technical Board. This is the minimum breaking strength that a wire rope can have. A wire rope may break at a value greater than nominal, but never less.

So, design factor is a number that when divided into the least amount of force required to break a sling results in the WLL for that sling.

Now let's move to a subject of constant concern; sling failure. When and how does a sling fail? Cuts, crushing, heat, caustics, excess loading, are just a few of the more common ways to damage and/or cause a sling to fail. So then, how does a sling fail when the applied load is less than the WLL? It may seem obvious, but the answer rests in our knowledge of breaking strength and design factor.
It only stands to reason that any minor damage would naturally result in a reduction of the sling's WLL, right? Wrong! The WLL of a sling never changes, and the design factor never changes. What changes is the sling's breaking strength —reducing with each minor damaging incident.

It would be a major mistake to reduce a sling's WLL because of existing damage. So users must diligently inspect all rigging gear prior to use, making sure that no damage exceeds manufacturer's specifications or regulatory allowances.

The objective is to remove slings from service long before breaking strength is reduced where it would be equal to or less than the sling's maximum working load limit.

ASME B30.9 provides rejection criteria for slings, and one of the more easily interpreted criteria relates to broken wires in a wire rope sling; "for strand laid wire rope slings, when there are ten randomly distributed broken wires in one rope lay or five broken wires in one strand of a rope lay," meaning the rope has met rejection criteria and must be removed from service. However, a user's inspection finds only a few broken wires, minor crushing damage, minor kinks, and slight abrasion—what's the user to do? The question is more accurately asked, how much strength remains in the sling?

Some companies try to fend off sling failure by sending their slings out to be proof tested to make sure the slings are fit for service. Not that this is a bad practice, but testing is just one step in the quality assurance equation. A scenario may look like this; your slings are delivered to the testing facility, placed in a test bed and pulled to twice the vertical rating (in accordance with ASME B30.9 testing standards). Slings that don't fail are supplied back ready for service, right? We hope not! What if damage to the sling has reduced the breaking strength to a factor of 3:1, 2.1, or 1:1? The pull test won't alert you to any of these concerns. What if existing damage is exacerbated by the actual pull test? How assured are you that future shock loads won't cause the sling to fail during use? Your only hope is that testing was preceded and followed by a thorough inspection by a knowledgeable inspector.

In a perfect world every sling that met rejection criteria would have exactly the right number of broken wires or other points of rejection as stated in ASME B30.9. But, all damage takes its toll and must be accounted for during inspection. Users must recognize where their knowledge ends and should remove suspect slings for a more thorough inspection by a qualified person. This is the only way to keep fingers, toes, arms, legs, and life intact.

Every sling is new only once. From that point forward it's a test of the user's knowledge and proper discretion of removing slings from service before they become a hazard.

Don't get caught thinking your slings have more strength than they actually have, or that design factor is a safety factor that allows for overloading. An investment in rigging gear inspector training pays real dividends.

Information brought to You by: Tow-Coop & Crane Tech

05/08/2012

Statistics show that at least 50% of crane incidents occur because the mobile crane or outriggers are not set-up properly.
One of the most common set-up mistakes is not providing enough cribbing under outrigger pads to support the crane and load weight. This Tech Tip provides guidance on determining the pressures exerted by mobile crane outriggers, types of soil, and how to size outrigger cribbing to adequately support a working crane. Knowing how much weight is exerted on the outriggers is critical to maintaining the crane in a level condition and to ensure the crane has proper support.

Lets use a 50-ton crane that weighs 86,000 pounds as our example. Adding the weight of the crane to the maximum capacity results in 186,000 pounds, what we will refer to as the "Total Load." Assuming that all this weight is equally divided around the four outrigger pads is a mistake. As the crane rotates over the various corners, and quadrants, you will place a greater load on one outrigger than on the others. If you consider that 100% of crane and maximum load may be exerted on any one outrigger pad at any time you can plan for proper outrigger set-up.

A crane whose outrigger pads measure 24-inches in diameter provides a surface area, per pad, of approximately 452 in2 (Area of circle = πr2). Dividing the total weight of the crane and maximum potential load by the square inches of the pad (186,000 lbs. ÷ 452 in2) reveals that 411 pounds will be exerted on each square inch of the pad.

You must now determine if the ground will support this weight using the outrigger pad alone, or if additional cribbing (outrigger support) will be required.

05/08/2012

MAY:
Safety Tip of the Month: Mobile Crane Outrigger Support

The key to lifting a maximum capacity load with a mobile crane is the outriggers. They provide a solid platform for the crane's safe operation and efficient use. Operators and workers within a crane's radius must always be aware of how critical the placement and use of outriggers are to the crane's performance. Without this awareness they may place both themselves and the crane in peril.

Another Highlight photo, Bus down embankment swung between Rotators
04/02/2012

Another Highlight photo, Bus down embankment swung between Rotators

Highlights from this weekends Rotator class. Loaded T/T upright 1 truck
04/02/2012

Highlights from this weekends Rotator class. Loaded T/T upright 1 truck

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