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NO. 380
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Mortar Mixer Rubber-Tipped Blades |
Wheelbarrow |
Shovel |
Application
All grouting should be done using
established procedures according to American Concrete Institute recommendations:
ACI 351.1R-93 "Grouting for Support of Equipment and Machinery"
SURFACE PREPARATION: All grout surfaces must be clean, dry and completely
free of laitance, oil, grease, other coatings and any other contamination.
Unsound concrete must be chipped out, leaving surface level, but rough.
Grout area should be saturated with water 12-24 hours prior to grouting.
Remove all excess water before placing grout. Surface should be saturated,
surface dry (SSD).
FORMING: Method of forming must provide for rapid, continuous grout replacement.
For pouring, allow a minimum clearance of 3" for entry and 6"
minimum grout "head". Forming must also provide for venting
to avoid entrapment of air. Provide 1/2" minimum form clearance on
all sides and 1" clearance for "head".
MIXING: Small quantities of 588 GROUT may be hand mixed in a concrete
mixing pan until lump-free.. For large quantities and continuous pours,
mix using a mortar mixer with rubber-tipped blades or appropriate grout
pump for a minimum of 5 minutes. Use minimum water required to produce
desired placement consistency. Use 6.5 pts. (3.1 liters) of water per
bag of grout for plastic consistency; 7.25 pts. (3.4 liters) for medium
flow (pourable) and 8.25 pts. (3.9 liters) for high flow.
Mix in 2 steps: Add 2/3 of water requirement...add grout...after partial
mixing, add remainder of water for desired consistency. Thoroughly mix
total quantity for 2 to 3 minutes. Do not mix more than can be placed
in 30 minutes.
PLACEMENT: 588 Precision Grout is easily placed by pouring or pumping;
compaction can be accomplished by rodding or light vibrating. Place grout
on one side, flowing to opposite and adjacent sides to avoid entrapment
of air. When necessary, provide vent holes. Grout "head" and
excess grout may be removed after initial set.
CURING: Forms may be removed after grout has hardened to an initial set,
usually within 4 to 6 hours. At this point, make final finish. Prevent
rapid loss of water by covering with wet burlap during first 48 hours
or apply appropriate SEALTIGHT Curing or Curing and Sealing Compound.
(We suggest SEALTIGHT 1640-White
or CS-309-1315).
Cost reductions are realized by extending with clean, 3/8" (9.5mm)
pea gravel. In applications where grout thickness is to be 2" to
5" (50 to 130mm), up to 25% of aggregate, based on weight of grout,
may be added. For thicknesses over 5" (130mm) up to 50% of aggregate
may be added. Such additions may be made to the flowable mix.
Packaging
50 lb. (22.7 kg) moisture-resistant polyethylene bags
Specifications
Corps of Engineers Specification: CRD-C 621
USDA Accepted
ASTM C 1107
Yield
Each 50 lb. (22.7 kg) bag yields
0.43 to 0.64 cubic feet (0.0122 cubic meters) of in-place grout using
the median water ratio level, dependent upon rate of extension.
Precautions
Read and follow application information and precautions.
Refer to Material Safety Data Sheet for complete Health and Safety Information.
TYPICAL PROPERTIES
Technical Data; Evaluations made
in accordance with CRD-C 621 '80
| Consistency per ASTM C 827-95a Mix Ratio per 50 lb. bag Flow per ASTM C 230-90 5 Drops/Flow Table Flow per ASTM C 939-94a Flow Cone |
Plastic 6.5 Pints (3.07 Liters) 110% |
Flowable 7.25 Pints (3.43 Liters) 130% |
Fluid 8.25 Pints (3.89 Liters) 28 Secs. |
| SET TIME per ASTM C 192-92 | |||
| Initial Set | 1 hr. | 3 hrs. | 5 hrs.. |
| Final Set | 3 hrs.. | 5 hrs.. | 7 hrs. |
| EXPANSION Age: 24 hours 3 days 7 days 28 days |
0.13% 0.16% 0.17% 0.17% |
0.10% 0.13% 0.13% 0.14% |
0.02% 0.04% 0.05% 0.06% |
| SHRINKAGE % | NONE | NONE | NONE |
| COMPRESSIVE STRENGTH | |||
| AGE 1 day 3 days 7 days 28 days |
4,233 (29.2) 6,308 (43.5) 7,987 (55.1) 10,792 (74.5) |
3,183 (22.0) 5,167 (35.7) 6,250 (43.1) 8,008 (55.3) |
1,575 (10.9) 3,617 (25.0) 4,742 (32.7) 5,900 (40.7) |
| * All application and
performance properties are typical for this material. ** These values should only be used as a guide for determination of suitability by qualified persons. |
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| Pullout and Torque Tests | ||
| Reinforcing Bar Pullout | No. 6 deformed rebars grouted in 2.25" (57.2mm) diameter and 6" (152.4mm) deep core in 4,000 psi (27.6MPa) concrete. Load applied at a rate of 0.25"/min. (6.35mm/min.). | Average load: 18,000 lbs. (124.2 MPa) for concrete failure after 7 day cure |
| Machine Bolt Pullout | 3/4" (19mm) diameter machine bolts (without washers) grouted in 2.25" (57.2mm) diameter and 6" deep core in 4,000 psi (27.6 MPa) concrete. Load applied at a rate of 0.25"/min. (6.35mm/min.). | Average load: 20,630 lbs. (142.3 MPa) for concrete failure after 7 day cure |
| Machine Bolt Torque | 3/4" (19mm) diameter machine bolts (without washers) grouted in 2.25" (57.2mm) diameter and 6" deep core in 4,000 psi (27.6 MPa) concrete. Load applied at a rate of 0.25"/min. (6.35mm/min). | Average torque values
in excess of 425 ft./lbs. (5.8 x 10³ m/kn) |
This material last updated January, 2001.
| Div. 03600
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