Does Twining have the capability to test and quantify a product’s ability to reduce or eliminate ‘thermal bridging’ through a structural steel member and if so is there also a code for this performance which can be listed with the ICC-ES?

Posted by: Tommy Sharp

We would like to discuss this in more detail with you in order to provide a helpful response.

Please contact Esmeralda Martinez at 562.272.7231 ext 144 or emartinez@radcoinc.com.

Caltrans will begin implementing a range for dry tensile strength for the Lottman Test (AASHTO T283) to 100-300 psi instead of just specifying a minimum dry strength of 100 psi. Aside from the aggregate source and binder viscosity, what are some ways to reduce the dry tensile strength of a particular HMA mix? For instance, if we have an approved design already but the dry IDT is over 300 psi, what are some ways to adjust the design to reduce the dry strength but still use the same rock source and PG grade for the binder?

Posted by: Ed

Hi Ed,

To better respond to to your question, I would need more information, and to review the Mix Design and Aggregate properties.  This could be a very a project specific answer. By reviewing these, I may be able to come up with a more complete answer. However, here is a list of parameters that can affect the Dry Strength of your mix:

  • Aggregate Gradation: mixes with finer aggregates (higher passing sieve #4) show lower strength
  • Asphalt Binder Content: higher asphalt content lowers the strength
  • Coarse Aggregate Crushed Particles: more crushed surface aggregates will increase the strength
  • Fine Aggregate Crushed Particles: more crushed surface aggregates will increase the strength
  • Use of Natural Sand: usually use of natural sand will reduce the dry strength.

Please note that many other parameters are involved in determining the properties of each mix, and above mentioned factors may not necessarily change the mix properties as expected. Some try and error would be required to come of with the correct resolution. Please feel free to contact me to discuss this matter further.

Best,
Amir Ghavibazoon, PhD
Pavement Engineer
aghavibazoo@twininginc.com 

Sir, I am having BE,Diploma,Post Diploma in Mechanical engg. I have 9years of experience in material testing lab at INDIAN INSTITUTE OF TECHNOLOGY. So will I be elligible for your company? Thank you.

Posted by: Rabindra Nath Biswal (INDIA)

Hi Rabindra,

Please submit your resume on our website and someone will be in contact with you.

Is there a Standard (Test Method) for using a thermal imaging camera to confirm grout and resteel installation in a CMU wall?

Posted by: Michael

We are not aware of any Standard test method utilizing thermal imaging cameras to confirm grout and reinforcing steel installation in a CMU wall.  However, Ground Penetrating Radar (GPR), is a non-destructive method that can be used to verify that cells are grouted and also to verify placement of reinforcing steel.

Hi, does your lab run oil extractions using a solvent? And what type?

Posted by: Mario

Hi Mario,

Yes, if you are referring to asphalt binder chemical extraction, we use Trichloroethylene. Twining is capable of running chemical asphalt binder extractions following ASTIM D 2172, Method A and B.

What are the steps to be able to join your crew into becoming an inspector myself?

Posted by: Michael

Hi Michael,

Assuming you are already an inspector, the first order of business would be to verify your certifications currently held to determine if we have a need for someone with your qualifications.  Secondly, membership in IUOE Local 12 is mandatory, so we would need to know if you are currently in Local 12, or would be willing to join Local 12.  Assuming you are a member or are willing to join, we would then speak with our Dispatch who would provide you with contact information for Local 12 so that you can get on the out of work list which would allow us the opportunity to request an inspector with the qualifications that we need.

Hope this helps, and thank you for asking!

Hi, are you providing training for personnel in highway and geotechnical engineering? If yes, please message me back through sunday.onadiran@gmail.com. thanks

Posted by: Mr. Sunday Onadiran

 

Hello Mr. Onadiran, Twining does provide some training in these fields.  Typically, we provide this as a service to clients and agencies for a specific topic or project.  Please email marketing@twininginc.com, so we can understand what you are specifically looking to accomplish with your training and we can more directly address your needs.

What are some ways to improve an asphalt mixture’s moisture damage resistance (higher tensile strength ratio per Lottman test) after it is already treated (1% lime DWA) while keeping aggregate source the same?

Posted by: Ed

Unfortunately, there aren’t many other options to improve the moisture susceptibility other than lime treatment. However, if the dry strength of the samples is good, increasing the asphalt film thickness and using coarser aggregate gradation will reduce the damage during the moisture treatment and will relatively improve the moisture damage resistance.

Please feel free to contact us, to discuss this matter further.

I am consulting engineer in the amusement industry. I may have a need to have some mountaineering dynamic rope tested. There are a series of tests defined in the standard BS EN892:2012. However, my question right now is; if you were to do just a pull test on the rope for breaking strength, how much rope would be necessary? Thanks, Ed Pribonic

Posted by: Ed Pribonic

Hi Eric,

We would suggest you carry out the tests in accordance with BS EN Standard 5.6 on three unused test samples with a minimum length of 5 m for single and half ropes, and 10 m for twin ropes, cut out of the available test sample.

Thanks for using Ask an Expert!

I have a recycled base that passed LA Abrasion test (easily) but fails on Sulfate (significantly) any ideas?

Posted by: Curt Ingraham

To best answer this question, we would need to know the intended application of the base material.  Assuming that it will be used for a base course material below a Portland cement concrete pavement (hence the concern for sulfate), table 19.3.1.1 of  ACI 318 prescribes the necessary water-cement ratio and compressive strength to mitigate the potential for damage of the concrete due to the presence of sulfates.

 

I would welcome the opportunity to discuss this with you further and provide you with a more tailored answer to your specific situation. I have provided my contact information below, and look forward to hearing from you.

Paul Soltis
Vice President, Geotechnical Engineering
PSoltis@twininginc.com
562.426.3355 (office)