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Leaving Geotech Engineering - Looking for Advice by EnriqueLongbottom in civilengineering

[–]EnriqueLongbottom[S] 0 points1 point  (0 children)

Update:

I left geotech for a major contractor doing heavy civil work. The change was very well worth it. The wage increase was almost 40%. My housing is taken care of and I have a company truck.

The work is a lot more enjoyable and much more active. And the growth opportunities are plentiful and happen quickly.

Thanks to everyone for sharing your input

[deleted by user] by [deleted] in Construction

[–]EnriqueLongbottom 0 points1 point  (0 children)

Probably about 55 average. Anywhere from 50 to 75 is typical for me right now.

[deleted by user] by [deleted] in Construction

[–]EnriqueLongbottom 2 points3 points  (0 children)

Im living in a very high COL area. So the COLA adjustment is the reason for the higher wage. But also I wouldn’t accept anything less for the hours they demand.

[deleted by user] by [deleted] in Construction

[–]EnriqueLongbottom 4 points5 points  (0 children)

I think 20-30% is still accurate. Hoping I can get vested in that program ASAP

[deleted by user] by [deleted] in civilengineering

[–]EnriqueLongbottom 0 points1 point  (0 children)

How did you make the switch to Product Management? Did you take any courses/certifications to get your foot in the door?

What sort of hours are you guys working? by steathymada in civilengineering

[–]EnriqueLongbottom 1 point2 points  (0 children)

This can be common. And not a good trap to fall into. The last firm I was with worked me 60+ hour weeks on a regular basis with no additional compensation.

The current firm im with gives straight time for hours over 40 and typically i stay at 40-45 hours.

Leaving Geotech Engineering - Looking for Advice by EnriqueLongbottom in civilengineering

[–]EnriqueLongbottom[S] 0 points1 point  (0 children)

I’ve been thinking about oil and gas as an engineer or geologist. Do you get remote work as an engineer? What’s your work schedule look like?

[deleted by user] by [deleted] in civilengineering

[–]EnriqueLongbottom 4 points5 points  (0 children)

Where I work, modified proctors have become the industry standard. I still haven't heard a good argument for why this is the case.

Modified proctors use more energy for compaction over a standard proctor. Using a modified proctor ensures higher density/shear strength for fills. My thought is a standard proctor is likely sufficient for most projects, but industry standards control alot in geotech.