Taylor Concrete

20475 Old Rome State Road, Watertown, New York 13601   Phone: 315-788-2191   Fax: 315-788-1591

 UNIT AND FOUNDATION TERMS  
 
    

    

 
a. Face: front of unit

b. Anchor Bar: extension on the bottom of the  unit which interlocks behind the two units below and extends into the geogrid  (if geogrid is used)

c. Straightface: the face of this unit is straight-- it is  not angled

d. Beveled face: the face of this unit is angled at the  outer edge

e. Splitface: the type of surface on both  straightface and beveled face units

f. Spacer Bar: an extension on the bottom rear of  the unit which helps to stabilize units in shipment and which extends into fill  or the geogrid (if geogrid is used).

g. Tails: rear horizontal extensions of the  unit which anchor into the fill

h. Splitting Grooves: indentations on the back side of the units where chipping may be done  (for installation purposes)

i. Unit Height: the height of the unit measured at  the face

j. Unit Width: the width of the unit measured at  the face

k. Unit Depth: the distance from the face of the unit  to the rear of the unit compacted soil beneath the ROCKWOOD units

Foundation Soil or Base: compacted soil beneath the ROCKWOOD units

Leveling Pad: a smooth flat surface upon which  the base leveling pad material is placed

Base Leveling Pad Material: granular material as shown on the construction drawings, with a sieve  size and percent passing as follows:

Sieve Size: Percent Passing
1".......................................................................100
No. 4..............................................................35-80
No. 11............................................................20-65
No. 40............................................................10-35
No. 200............................................................0-10

Unit Fill: material used for fill within the  retaining wall is crushed stone or coarse gravel  (3/8" to 3/4") fill used within each unit  and 12" behind each unit and meeting the following size specifications:

Sieve Size: Percent Passing
2"..................................................................75-100
1"..................................................................35-100
No. 4...............................................................10-40
No. 10...............................................................5-25
No. 40..................................................................10
No. 200..................................................................5

Reinforced Fill: compacted soil which is within  the reinforced soil mass

Backfill: compacted soil located behind  the reinforced soil mass

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