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I get a kick every time a Texan talks about "cold weather". We get -40c. We don't even turn our heaters on in your "cold weather". 🤣

Thanks for your Podcast!!! Awesome resource.

Thank you, David and Jim. Your experience, knowledge, and insight into asphaltic concrete have been invaluable in helping us understand the complexities of a product that 99.9% of the world takes for granted. Your dedication and the work you do to provide these lessons are truly appreciated.

eng.auburn.edu/research/centers/ncat/testtrack/TT-Findings-Document-2024.pdf

I am a roller operator in Quebec Canada . Working with Bomag Roller with steel drum . They just told me I will be working with a pneumatic big roller . Looking up youtube trying to find tips & tricks for roller compactor .

Good job Bill!

Good day, Thank you for the video

Warm mix

Great topic! btw: "ELASTIC MODULUS" was the first version released back in 1971 - library.ctr.utexas.edu/digitized/texasarchive/phase1/123-6-chr.pdf

*Promo SM*

Hands down the best tool for understanding HMA during the design process and during field production.

Bill, good to see you!

what is TOM?

what is PFC? and how does it relates to water quality?

Thank you for the chat.. Great guys!!

Thanks for your program. !! Great chat!

if you turn sharply on cold or old asphalt the asaphalt sticking on the tires or drums will come off also diesel works best for non stick tires not this water based bullcrap

Congratulations! Job well done. 🎊

P R O M O S M 😀

Great video.

Love it! If there is too much overlap on longitudinal joint. Should you Remove the extra material with a shovel or just bump the joint and broadcast the extra material?

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Your great

Great work. Really like it.

Unbelievably awesomeness

Your show is really nice. Where is the source where u show it? I assume it's not here on RUclips i can't believe it has only 1-2 likes. One of them is me. ❤

unfortunate name

I am John forsuh a paver operator my boket opens when I cover the wet opens it I don't know the cause

Idaho material construction, roller operator here from Fairfield Idaho . Music is everything 😊

Good Job!

Thank you.

Omg I love you

Dear team, I love your videos and healthy discussion on asphalt I request you to kindly prepare one video on Warm mix asphalts,Bailey's method of gradation to predict VMA, Balanced mix design and superpave mixes design with performance tests explaination and discussion with EME2 and BBME3 french mixes.

Machine weight and linear load are not the right parameters to predict the performance of a roller, for instance a 80 cm roller of 1575 kg (rolling factor 0.21) is stronger than a 213 cm tandemroller of 17 tons (rolling factor 0.12), the only difference is the production capacity. Tender zone is mainly caused by tandemtrollers, wide drums tend to compact in a more horizontal direction. Also the Nijboer factor is not a right tool to predict the behaviour of a roller drum. for thinner lift three wheel static rollers are the best choice. The rolling factor of a tandemroller is about 0.15, a rolling factor of a three wheel static roller is about 0.60, so four times stronger pressure! A big difference is the direction of compaction, three wheel roller compact in a more vertical direction, tandemrollers are pushing the asphalt more horizontally. The problem is that tandemrollers tend to destroy the density they previously gained. A lot of vibration is much too strong, it is better to use softer vibration and run some more vibratory passes. Be careful with vibration, drum ringing is a sign that the vibration is too strong. Vibration is not the only way to compact, it is useful when the mat is hot, but after two or three vibrating passes it is better to continue with static compaction. Be sure there are enough rollers!

Saw those SMA fibers & instantly felt pity for the tester lol.

This was informative, thank you.

Dear sir Kindly make one detail webinar on rutting and fatigue tests indirect co relation method that you talked about on this video without purchasing costlier performance equipments

I work in Saudi Arabia . We drive caterpillar cw34. And

Dear sir, Can we get your current and previous presentations they are very useful. Kindly share all presentations at deepakcehcst2012@gmail.com

Been to Texas and put down mix. Your mix is very different from ours here in Ohio.

isn't the PG rating what is your given desired environment rating of your asphalt binders? ie.. a PG 64-22 should have a desired satisfactory range of a max of 64 degrees centigrade to a minimum of -22 degrees centigrade.

What’s the difference between liquid asphalt & asphalt sealer?

Good vid, thanks

Question: I've been a IB for several years and I am noticing a seeming trend in the weight of hmac making a small downward trend; i.e.... I've always been taught that #110 pounds /in/sq yd is an acceptable number by the industry. However I have noticed that now it appears that the weight is trending somewhat lighter, to #108 or even as as low #106, any idea what this can contributed to? I have thought that it may have something to do with aggregate gravities and pit qualities may contribute to it, but am I way off base? Thanks, KN

I disagree with some of these guys opinions

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informative ramiro.maldonado@222