Recent content by jcvv98

When wet sand (m.c.=6%) is used, it contains free water, therefore, it is equal to 5.5/100.5. It is like getting the 10% of total wt. of W=127 lb. A common mistake is to calculate wt. of water = 10% of 127=12.7lb. Wrong. Since the water content is 10%, distribute the total wt. in 100:10...

I'm in..

I'm in...

Anybody in NV knows the number of examinees? In Las Vegas, there were 150+ examinees.. ??? Thanks.

Got the same email this morning. How come there were 200+ recipients???

NCEES October Exam survey asking to fill out is an indication that you passed the test...

1.8x94=169.2 lb ( sand with .5% moisture) When wet sand (mc=6%), 5.5/100.5 x 169.2= 9.26lb Coarse: 2.6x94= 244.4 lb ( coarse with .7% moisture) When wet coarse (mc= 4%), 3.3/100.7 x 244.4= 8.01lb Total extra water= 9.26+8.01= 17.27 lb=2.07 gal Total water= 5.8 + 2.07= 7.87 gal/sack

Is it C. 55

Is it B. LOS C

Hello roadguy..What is your email add so I can give you my address? Thank you.

Hi roadguy..my email add is [email protected]. Thanks

Include me. Thanks

Include me.

Got me.

Hi NSearch, im here in CA and looking for Entry level civil. I have EIT certification in Arizona but lacking of internship experience.