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NO. 398
SEALTIGHT® FUTURA®-15
VERY RAPID-HARDENING HORIZONTAL REPAIR
MORTAR
DESCRIPTION
SEALTIGHT 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
SEALTIGHT 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
- May be top-coated in as little as four hours
- Very rapid setting/ Decreases turn-around time
- 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 aggregrate
- One component/ Easy mixing, saves labor
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 yields 0.41 ft.³
(11.6L)
- Extend with 12.5 lb. (5.68 kg) of aggregrate -
yields 0.49 ft.³ (13.93L)
- Extend with 25 lb. (11kg) of aggregrate - yields
0.58 ft.³ (16.4L)
Yields listed above are based on 4.75 pints (2.25L)
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 (2.48L) per 50 lb.
(22.7 kg of SEALTIGHT 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 (at
75º F, 50% RH)
Per ASTM C 109¹ |
| @ 1 hour |
2,000 psi (14
MPa) |
| @ 2 hours |
3,500 psi (24
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 100%¹ @ 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 |
|
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
- Do not use as an underlayment or overlay
- 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; windy, 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 SEALTIGHT
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.
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 all other systems, wait a minimum of 24 hours prior to topcoating.
Consult appropriate installation guide for the product to be overlaid.
CURING
FUTURA-15 must be immediately cured in accordance with ACI 308. If a membrane
curing compound is used, we suggest using SEALTIGHT 2250-WHITE or SEALTIGHT
1130-CLEAR. 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 June, 2002.
W. R. MEADOWS, INC. warrants that, at the time and
place we make shipment, our materials will be of good quality and will
conform with our published specifications in force on the date of acceptance
of the order. THE FOREGOING WARRANTY SHALL BE EXCLUSIVE AND IN LIEU OF
ANY OTHER WARRANTY, EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES
OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE AND ALL OTHER
WARRANTIES OTHERWISE ARISING BY OPERATION OF LAW, COURSE OF DEALING, CUSTOM
OF TRADE OR OTHERWISE. As the exclusive remedy for breach of this Warranty,
we will replace defective materials, provided, however, that the buyer
examine the materials when received and promptly notify us in writing
of any defect before the materials are used or incorporated into a structure.
Three (3) months after W. R. MEADOWS, INC. has shipped the materials,
all our Warranty and other duties with respect to the quality of the materials
delivered shall conclusively be presumed to have been satisfied, all liability
therefore terminates, and no action for breach of any such duties may
thereafter be commenced. W. R. MEADOWS, INC. shall in no event be liable
for consequential damages. Unless otherwise agreed to in writing, no warranty
is made with respect to materials not manufactured by W. R. MEADOWS, INC.
We cannot warranty or in any way guarantee any particular method of use
or application of the performance of materials under any particular condition.
Neither this Warranty nor our liability may be extended or amended by
our salesmen, distributors or representatives, or by our distributor's
representatives, or by any sales information or drawings.
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