Tek-Tips is the largest IT community on the Internet today!
Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!
-
Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!
class E grout
- Thread starter zennis
- Start date
I have used class D or Class D Modified grout:
D
Approximate Percent Fine to Total Aggregate
Gravel 35 Stone 39
Maximum Free Water by W/C Ratio (lb/lb)0.44
28-Day Compressive Strength(psi)4,000
Slump (inches) 3-5
Minimum Cement Factor (lb/yd3) 639
Air Content(%) 6 ± 2
D Mod
Approximate Percent Fine to Total Aggregate
Gravel 35 Stone 39
Maximum Free Water by W/C Ratio (lb/lb)0.42
28-Day Compressive Strength(psi)5,000
Slump (inches) 3-5
Minimum Cement Factor (lb/yd3) 733
Air Content(%) 6 ± 2
D
Approximate Percent Fine to Total Aggregate
Gravel 35 Stone 39
Maximum Free Water by W/C Ratio (lb/lb)0.44
28-Day Compressive Strength(psi)4,000
Slump (inches) 3-5
Minimum Cement Factor (lb/yd3) 639
Air Content(%) 6 ± 2
D Mod
Approximate Percent Fine to Total Aggregate
Gravel 35 Stone 39
Maximum Free Water by W/C Ratio (lb/lb)0.42
28-Day Compressive Strength(psi)5,000
Slump (inches) 3-5
Minimum Cement Factor (lb/yd3) 733
Air Content(%) 6 ± 2
- Status
Similar threads
- Locked
- Question
