Smith Drum Scarifiers

2″ Drum

Drum: FS050.002 (QTY: 1)

Shafts: S10.02.0500.4 (QTY: 6)

Cutters: CF1519 (QTY: 48)

Spacers: FLW.M10 (QTY: 6)

Details:

8 cutters per shaft

1 spacer per shaft

For SMITH FS050

7″ Drum

Drum Assembly: FS150.475.3150A (QTY: 1)

Retaining Cup: FS150.675.3151 (QTY: 1)

Shafts: FS150.675.3155 (QTY: 7)

Cutters: CF1519 (QTY: 21)

Spacers: SP0010.3 (QTY: 21)

Details:
3 cutters per shaft, 3 spacers per shaft

For SMITH FS150 Electric and Pneumatic

8″ Scarifying Drum

65050.2516.8

Drum 65050D (QTY:1)

Shafts: S-20150.4 (QTY: 6)

Cutters: CF2516 (QTY: 156)

Spacers: 12230 (QTY: 36)

Details:

Small side: 3 spacers, 11 cutters

Big side: 3 spacers, 15 cutter

For SMITH SPS8

Custom patterns and cut widths from 2 to 8 available

10″ Drum

Drum 1065051.75.R12 (QTY:1)

Shafts: S075.11.0080.4 (QTY:6)

Cutters: CF2128 (QTY: 150)

Spacers: SP2233.1 (QTY: 138)

Details:

Small side: 11 spacers, 9 cutters

Big side: 12 spacers, 16 cutters

For SMITH SPS10 Electric and SPS10 Gas

15″ Drum

Drum: FS350.15.25 (QTY:1)

Shafts: S25.16.770.4 (QTY: 5)

Cutters: CF3158.0 (QTY: 155)

Spacers: SP3344.1 (QTY: 120)

Dimensions: 10x10x19

Details:
Small side: 6, 8 spacers, 9 cutters
Big side: 8, 9 spacers, 11, 13 cutters

For SMITH FS351

Surface Profiles (SP1 SP10)

The surface profile (SP) chart is used as a visual representation of desired surface textures, roughness, and general appearance on concrete or asphalt. Each profile has a corresponding number, ranging fromSP1(nearly flat) toSP10(extremely rough).

The surface profile is defined asthe measurement of the average distance from the peaks of the surface to the valleys, as seen through a cross-section of the prepared surface.

The texture and appearance of the profile obtained through the surface-preparation process will vary, depending upon the concrete/asphalt strength, composition, aggregate and finish. On sound surfaces, the range of variation can be controlled to represent these standards, however, as removal depth increases, the profile of the prepared substrate will be increasingly dominant by the type and size of the coarse aggregate.

Confirmation that the desired profile has been achieved during the surface-preparation process is done by visually inspecting the surface, then comparing it to the profiles depicted by replica profile tiles, replica putty, replica tape, or SP photos (see below). The replica putty test is ASTM D7682, and the replica tape test is ASTM D4417.

The creation of a surface profile can be accomplished with a variety of tools, equipment and materials, and requires a specification to select the desired SP range, dependent upon the type of overlay system and material thickness to be installed

Asphalt Profiles