Emerson Network Power
Wireline Products
631-205-105
Version 01, January 2009
Outside Plant Equipment
Proprietary Information
Page 15 of 21
The compression strength of the concrete must be a minimum of 4000 psi as
determined by ASTM C39 test of compression strength of concrete cylinders.
The slump of the concrete shall be 2 (50.8 mm) to 4 inches (101.6 mm) as
determined using ASTM test method C143.
The arrangement of the reinforcing mesh and the template in the form prior to
pouring concrete is shown in Fig. 11.
Square and level the template(s) on the stakes so the tops of the mounting plates
are flush with, or no more than 0.25" (
1
/
4
-in). (6 mm) above, the top of the pad
(Fig. 12). Square the template(s) so the diagonal measurement between the
anchor bolts is equal.
24.00"
66.00"
53.31”
1 5/16"
28.00"
24.00"
18.00"
24.00"
Figure 11 : Foundation Pad Design
PRELIMINARY - REQUIRES APPROVAL
