
FUTURA®-15
VERY RAPID-HARDENING HORIZONTAL
REPAIR MORTAR
DESCRIPTION
FUTURA-15 is a one component,
cementitious, very rapid-hardening structural repair mortar designed
for horizontal applications. FUTURA-15 is composed of selected
cements, graded sands and chemical additives. This proprietary
blend produces a very rapid-setting structural repair mortar even
in cold weather conditions without the aid of chloride or gypsum
based accelerators.
USES
FUTURA-15 is ideal for structural patching of concrete
pavements, bridges, parking decks, airport runways and taxiways.
FUTURA-15 is also designed for repair of industrial floors, expansion
joint nosings, sidewalks and general commercial applications,
along with grouting keyways.
FEATURES AND BENEFITS
- Temperature usage range from 20 to 85º
F (-7 to 29º C)/ Can be used for a wide range of applications
- May be top-coated in as little as four
hours
- Rapid strength gain/ Repairs can be opened
to traffic in as little as an hour
- Shrinkage compensated/ Minimizes cracking
and de-bonding
- Contains no chlorides/ WIll not promote
reinforcing steel corrosion
- Contains no added gypsum/ Excellent resistance
to freeze/thaw and wet environments
- Low permeability/ Protects reinforcing
steel from future corrosion
- Economical/ Can be extended up to 50%
by weight with aggregate
- One component/ Easy mixing, saves labor
- Self-compacting/ Easy to apply
SPECIFICATIONS
Conforms to ASTM C 928-99a "Packaged,
Dry, Rapid Hardening Cementitious Materials for Concrete Repair,"
Classification R3, Very Rapid Hardening.
SHELF LIFE
12 months when stored on pallets
in a dry, cool area.
YIELD
- 50 lb. (22.7 kg) bag yields 0.43 ft.³
(12.16 L)
- Extend with 12.5 lb. (5.68 kg) of aggregate
- yields 0.51 ft.³ (14.49 L)
- Extend with 25 lb. (11 kg) of aggregate
- yields 0.60 ft.³ (17.06 L)
Yields listed above are based on 5.25 pints
(2.48 L) of water per 50-lb. bag and will vary based on substrate
profile, mix ratios, aggregate type and waste. Field trials should
be performed to determine yields based on aggregate type.
TECHNICAL DATA*
The following physical properties
were determined using the maximum water to powder ratio of 5.25
pints (2.48 L) per 50 lb. (22.7 kg) of FUTURA-15 at 75ºF
(23.5ºC)
|
Set Time Per ASTM C 191 |
|
Initial |
14-18 Minutes |
|
Final |
20-25 Minutes |
|
Working Time 7-9 Minutes |
|
Flow Per ASTM C 928¹ |
|
103% after 5 Minutes |
|
|
Compressive Strength Per ASTM C 109¹ |
|
@ 1 hour |
2,000 psi (14
MPa) |
|
@ 2 hours |
3,500 psi (24
MPa) |
|
@ 3 hours |
4.400 psi (30 MPa) |
|
@ 1 day |
6,000 psi (42 MPa) |
|
@ 7 days |
8,500 psi (59 MPa) |
|
@ 28 days |
9,000 psi (65 MPa) |
|
|
Bond Strength Per ASTM C 882¹² |
|
@ 1 day |
2,370 psi (16 MPa) |
|
@ 28 days |
3,910 psi (27 MPa) |
Modulus of Elasticity
Per ASTM C 469¹ |
5.16 x 106 psi (35.5 GPa) |
|
Length Change Per ASTM C 928¹ |
|
Drying Shrinkage³ |
-0.11% |
|
Wet Expansion |
+0.08% |
|
Scaling Resistance Per ASTM C 672¹ @ 25 Cycles |
|
Visual Rating |
0 Rating No Scaling |
|
Mass Loss |
0.00 No Mass Loss |
|
Freeze-Thaw Resistance Per ASTM C 666 (Procedure
A)¹ |
|
At 300 Cycles |
100% RDM4 |
|
AASHTO T260, Chloride Analysis |
|
Weight % of sample |
0.005 |
|
*All technical
data is typical information, but may vary due to testing methods,
conditions and procedures.
¹
Independent reports are available upon request.
² Modified No bonding agent used. Pre-dampening of
properly prepared substrate.
³ Cured after 3 hours at 73+/-3ºF and 50+/-4% RH
4 RDM - Relative Dynamic Modulus |
FOR BEST PERFORMANCE
- FUTURA-15 is recommended for concrete
repairs only
- Not intended to be used as a self-leveling
underlayment or topping; FUTURA-15 is designed as a trowel down
repair mortar.
- Protect from freezing for a minimum of
24 hours.
- Do not bridge moving cracks. Extend existing
control and expansion joints through FUTURA-15.
- For large areas with no control, expansion
or construction joints, refer to ACI Guidelines.
- Do not exceed a length-to-width ratio
of 2 to 1 for the repair area.
- Do not add any admixtures.
- Exceeding liquid requirements shall result
in reduced physical properties.
- Realize that set time will decrease as
the product, air, substrate and mixing liquid temperature increases
and will increase as the temperature decreases.
- Repair areas should be saw cut and slightly
undercut to a minimum depth of a 1/2" (12.5 mm). Do not
featheredge.
- Protect from conditions that may cause
early water loss; high winds, low humidity, high temperature
and direct sunlight. Early water loss is exasperated in thin
applications.
- Realize that the use of extender aggregate
will alter physical properties.
- Do not use evaporation retardants, such
as EVAPRE with this product.
- Failure to follow industry standard practices
may result in decreased material performance.
- Proper application is the responsibility
of the user. Field visits by W. R. MEADOWS personnel are for
the purpose of making technical recommendations only, and are
not to supervise or provide quality control on the job-site.
SURFACE PREPARATION
Perform surface preparation
in accordance with ICRI Technical Guidelines No. 03730, "Guide
for Surface Preparation for the Repair of Deteriorated Concrete
Resulting from Reinforcing Steel Corrosion." Mechanically
abrade existing substrate to remove all unsound concrete, but
do not use excessive force, which may cause micro-fracturing.
Substrate must be structurally sound and free of any contaminants
that will adversely affect the bond. Prepared substrate surface
must have a sufficient profile of ¼" to ensure adequate
mechanical lock. Saw cut perimeter of repair zone to a depth of
½" to avoid feather edging.
Completely expose all reinforcing steel,
ensuring a minimum clearance of ¾" behind reinforcing
steel. Abrade entire circumference of steel to a white metal finish.
Perform reinforcing steel preparation in accordance with ICRI
Technical Guidelines No. 03730. Pre-dampen concrete substrate
to a saturated surface dry (SSD) condition. Remove all standing
water and puddles.
MIXING
Mix only complete bags. Using a suitable sized mortar type mixer,
add 4.75-5.25 pints (2.24-2.48L) of clean water to the mixer per
50 lbs. (22.7 kg) bag of FUTURA-15. If extension is required,
add appropriate amount of aggregate to mixer prior to the addition
of FUTURA-15. Mix for 3-5 minutes until homogenous and lump-free.
Do not mix more product than can be mixed, placed and finished
in 15 minutes at 70°F (21°C). Do not over-mix.
AGGREGATE EXTENSION
For repairs greater than 2" (51mm) in depth; extend FUTURA-15
with 12.5 lbs. (5.68 kg) of aggregate. For repairs greater than
4" (102 mm) in depth extend FUTURA-15 with 25 lbs. (11.36
kg) of aggregate. The aggregate must be a minimum of 3/8"
(9mm) size, saturated but surface dry condition, clean pea gravel.
Always add the aggregate to the mixing water prior to the addition
of FUTURA-15. For configurations requiring greater than 50% extension
or larger areas, contact your local W. R. MEADOWS representative.
Proper stress relief must be given for large patch areas.
PLACEMENT
Apply FUTURA-15 by trowel or screed. Compact FUTURA-15 well against
the prepared substrate prior to bulk placement. Ensure complete
encapsulation of reinforcing steel. Finish surface by screeding
FUTURA-15 to a level surface. For a rough finish, a broom or burlap
bag is suitable. Do not re-temper or overwork.
Application Range: 20 to 85°F (-7 to
29°C)
Follow ACI 305-R89 "Standard on Hot Weather Concreting"
or ACI 306-R88 "Standard on Cold Weather Concreting,"
when applicable.
May be top-coated with an epoxy-based overlay
after 4 hours. For most systems, wait a minimum of 24 hours prior
to topcoating. Consult appropriate installation guide for the
product to be overlaid.
CURING
Cure FUTURA-15 immediately following application using a suitable
curing compound from W. R. MEADOWS, or in accordance with ACI
308. W. R. MEADOWS recommends 2250-WHITE or 1130-CLEAR for curing.
On large patches, cure repair zone as work proceeds. Wet curing
for a minimum of one day, followed by a suitable curing compound,
helps minimize shrinkage.
SAFETY AND TOXICITY
Avoid inhalation of dust. Avoid direct contact with this product.
Utilize gloves and safety glasses to minimize direct contact.
If contact occurs, wash affected areas with mild soap and water.
Keep product out of reach of children. FOR INDUSTRIAL USE ONLY.
Refer to Material Safety Data Sheet
for complete health and safety information.
This material last updated July,
2004.
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