HomeMy WebLinkAboutPAD BEARING CAPACITYPad Bearing Capacity
ABS Pad.
Part#
1000 lbs.
1500 lbs.
2000 lbs.
3000 lbs.
Size
Soil
Soil
Soil
Soil
16" x 18"- 2 Sq. Ft.
69300
2,000 lbs.
3,000 lbs.
4,000`lbs.
6,000 lbs.
28$Sq. In.
16" x 22,5" - 2.5 Sq. Ft.
50301
2,500 lbs.
3,750.lbs.
5,000 lbs.
7,500 lbs.
360 Sq. in.
171, x 2511- 3 Sq. Ft,
59302
3,000 lbs.
4,500 lbs.
6,000 lbs.
NIA
432 Sq. In.
24" x 24" - 4.Sq. Ft.
59303
4,000 lbs
6,000 lbs.
8,000 lbs.
NIA
576 Sq. in.
Mix, a(LaiNd'
32" X 22.5" (See 1 below)
3 X 69301
5,000 Lbs.
7,500 Ibs.
10,000 Lbs
5 Sq, Ft - 720 Sq. In.
34.4 X 2F5:2 (See 2 below)
3 X'59302
6,000 Lbs.
9,000 Ibs,
12,000 Lbs:
6 $q. t - 864 Sq. In.
k
*'Concrete Block.rated � 8000 Ibs ry Double bioeNny higher loads: `
1; The 32 X 22.5:'Pyraniid configuration uses 2,-16.Xr22.5,'pad9 placed side by sic yith s
1 — 16 X 225pad on top in the opposite direction.' ®py
."
2. '-The 34.4 X 25.4 .Pyramidconfiguration uses'2 —17 1711 25.2 placed side by side with
1-17.2:X25.2 Pad on;fon:in'the onnosite direction.
"t
M
W.,
...
.lighter than concrete,
saves on labor. .
+, Larger pads -to:increaso spacing,'
`",,saving time and" material.
• Made kont-rocycled materials.
Easily stackable for larger -pad-.,.
area,'and wider pier spacing..
• Multi stack �for'�t slq: ft. &.6. 'siq: ft ;
r
't. Single Stack
-Course
Double Stack
Course
Multi Pad .
Layout
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0
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