Product Data, W. R. MEADOWS
32 01 29.61
No. 398
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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

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

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 469
¹
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

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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