1229 80 shotcrete ms poly fibers reinforced no.
Quikrete high strength concrete mix psi.
Q 5000 concrete mix consists of a commercial grade blend of portland cement sand gravel.
1101 quikrete 5000 no.
Quikrete concrete mix no.
More product details close.
1007 80 crack resistant no.
5000 high early strength concrete mix has a walk on time of 10 hours to 12 hours.
Concrete mix selector guide concrete mix no.
Use for any general concrete work.
Table 1 typical compressive strength1 compressive strength astm c39 age typical values 7 days 2500 psi 17 2 mpa 28 days 4000 psi 27 6 mpa slump range 2 3 51 76 mm.
Profinish 5000 sets quickly making it ideal.
1229 83 shotcrete ms steel fiber reinforced no.
Achieves 5000 psi after 28 days.
This concrete mix is designed for applications requiring high early strength and rapid strength gains.
1101 is the original 4000 psi average compressive strength blend of portland cement sand and gravel or stone.
Quikrete 5000 concrete mix no.
5000 high early strength concrete mix has a walk on time of 10 hours to 12 hours.
1228 21 shotcrete ms no.
This concrete mix is designed for applications requiring high early strength and rapid strength gains.
1007 is a commercial grade blend of stone or gravel sand and cement specially designed for higher early strength.
This concrete mix is designed for applications requiring high early strength and rapid strength gains.
For any concrete use requiring high early strength and rapid strength gains where superior workability is desired.
Ideal for cold weather application.
03 37 13 shotcrete.
It is a perfect mix for both the diy er and contractor that are looking for a concrete with rapid strength gain.
Quikrete 5000 high early strength concrete mix no.
1004 astm astm c 387 structural concrete mix attributes normal set concrete 4000 psi 28 days strengths 1500 psi 3 days high early strength gain 10 to 12 hr walk on time 5000 psi 28 days.
1007 data sheet sds document.
1229 86 shotcrete ms ar fiberglass reinforced no.
Sidewalks driveways setting posts.
Quikrete concrete mix exceeds the compressive strength requirements of astm c387 as shown in table 1.