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Load Test (May 21, 2009)
Load Test (Jan. 8, 2010)
Credit Application

3/8" x 5 1/2" x 8 1/2" Epoxy Coated

Concrete Strength
Tension
Straight Up
Shear
90 Degrees
1,000 psi 3,250 Pounds (1) Not Tested
4,000 psi 4,000 Pounds (1) 4,000 Pounds
4,230 psi
2,625 Pounds (2) Not Tested
Shop Drawing (375-850)
 
 

3/8' x 5 1/2" x 8 1/2' Galvanized

Concrete Strength
Tension
Straight Up
Shear
90 Degrees
1,000 psi 3,750 Pounds (1) Not Tested
4,000 psi 4,000 Pounds (1) 4,000 Pounds
Shop Drawing (375-851)
 
 

1/2" x 9 3/4"

Concrete Strength
Tension
Straight Up
Shear
90 Degrees
2,000 psi 5,500 Pounds (1) Not Tested
4,000 psi 6,250 Pounds (1) 9,500 Pounds
Shop Drawing (500-975)
 
 

1/2" x 14"

Concrete Strength
Tension
Straight Up
Shear
90 Degrees
2,000 psi 5,500 Pounds (1) Not Tested
4,000 psi 6,250 Pounds (1) 9,500 Pounds
Shop Drawing (500-140)
 
 

5/8" x 12"

Concrete Strength
Tension
Straight Up
4,000 psi
7,500 Pounds
Shop Drawing (625-120)
 
 

3/4" x 12" X 14"

Concrete Stength
Tension
Straight Up

8” thick pad 44” x 44” of 4,000 PSI concrete with one 36” long ½” grade 60 rebar – part embedded 5 ½” in concrete

6,625 pounds

10” thick pad 44” x 44” of 4,000 PSI concrete with one 36” long ½” grade 60 rebar – part embedded 7” in concrete

8,750 pounds

12” thick pad 44” x 44” of 4,000 PSI concrete with one 36” long ½” grade 60 rebar – part embedded 9” in concrete

11,125 pounds

10” thick wall 12” deep
4,000 PSI Concrete with NO STEEL
Part embedded 9” in concrete

8,000 pounds

Shop Drawing (750-120-140)
 
 

1" x 19"

Concrete Strength
Tension
Straight Up

4,000 PSI

*17,750 pounds non-rienforced concrete

4,000 PSI

**18,750 pounds with steel rienforcement

Shop Drawing (1000-1900)