Form Saver Data Sheet

Form Saver
Eliminate the hazards of protruding rebar and costs of form face replacement
Provide the following information for each Form Saver assembly:
1. Identify the rebar sizes and number of units from project plans.
2. Provide Dimension A for each configuration.
3. Provide Dimension B for each configuration and indicate bend (if any) in degrees.
4. Provide Dimension C for each configuration, NC thread is standard.
5. Provide Dimension
D for each configuration and indicate bend (if any) in degrees.
Nominal Cross Rebar Weight Diameter Section
Dimension A
Rebar with Coupler
(includes flange with holes for attaching coupler to form face)
Dimension C
Rebar with Threaded End
(provides splice connection after forms are stripped)
Minimum 125% yield, Type 1, Splicing, ACI-318
Size (lbs/lf) (in)
#4 0.668 0.500
#5 1.043 0.625
#6 1.502 0.750
#7 2.044 0.875
#8 2.670 1.000
#9 3.400 1.128
Area (sq in)
Py 1.25 Py
1.50 Pult
18,000
27,900
39.600
54,000
71,100
90.000
19,800
30,690
43,560
59,400
78,210
99,000
#4 1/2”-13NC
#5 5/8”-11NC
#6 3/4”-10NC
#7 7/8”-9NC
#8 1”-8NC
#9 1-1/8”-7NC
0.280 1.750” .875”
0.350 2.000” 1.000”
0.480 2.125” 1.125”
0.700 2.500” 1.250”
1.200 3.000” 1.500”
2.000 3.500” 1.750”
0.200 12,000
0.310 18,600
0.440 26,400
0.600 36,000
0.790 47,400
1.000 60,000
15,000
23,250
33,000
45,000
59,250
75,000
2×2
2×2
2×2
2×2
2×2
3×3
840 South 25th Ave Bellwood, IL 60104 708-493-9569 www.surebuilt-usa.com
02/23
Dimension D
Dimension B
ASTM A-615 Grade 60 Rebar Data
Minimum Load (Ibs)
ASTM A-615 Grade 60 Coupler Data
Coupler Size
Thread Size (in / NC)
Coupler Weight (lbs)
Coupler Length (in)
Coupler (in)
Flange (in x in)
Minimum Load Pult (lbs)