HYCC SKATE PARK CONCRETE BOWL REPAIR
DEPARTMENT OF PUBLIC WORKS, TOWN OF BARNSTABLE
EXHIBIT A
TABLE OF CONTENTS
SECTION
TITLE
No. of Pages
DIVISION 1 – GENERAL REQUIREMENTS
001100
Summary of Work ............................................... ……………..2
012900
Price and Payment Procedures .......................... ……………..1
013100
Project Management and Coordination ............... ……………..2
015000
Temporary Facilities and Controls ...................... ……………..2
016000
Product Requirements ........................................ ……………..2
017300
Execution ............................................................ ……………..1
017700
Closeout Procedures…………………………………………......1
DIVISION 3 – CONCRETE
030130
Concrete Repair………………………..……………………..…..6
DIVISION 7 – THERMAL AND MOISTURE PROTECTANTS
071900
Water Repellents………………………………………………….4
079200
Joint Sealants…………………………….………………………..3
DESIGN DRAWINGS
SI-3 – HYCC Sport Courts Improvements, Locus Plan & Skate Park Photo's
Dated: 05/15/2015,...........................................................................................1
Table Of Contents
1
Section 011000 - General Requirements
DIVISION 1- GENERAL REQUIREMENTS
SECTION 011000 - SUMMARY
PART 1 - GENERAL
1.01 SUMMARY OF WORK
A. Project: HYCC Skate Park Concrete Bowl Repair, 141 Bassett Lane, Hyannis, MA 02601
B. Owner: Town of Barnstable, 367 Main Street, Hyannis, MA 02601
C. The Work consists of the repair of multiple cracks, by multiple means, horizontal & vertical, in
the concrete skate Bowl, the repair of the top of the structure and the repair of the area
between the termination bars. Removal and disposal of debris generated or existing at the
site. Site visit is encouraged to bid on this project. All repaired area's must have a level
smooth surface, free of : pits, bumps higher then 1/16", residual repair product raised higher
then 1/16"to allow skateboard wheels to roll freely and not "catch" on any debris.
1. Owner-Furnished Items: None
2. Work Under Other Contracts: None
3. Contractor-Furnished Items: Concrete repair products as specified, Labor, materials, and
tools as needed to perform repair work.
1.02 WORK RESTRICTIONS
A. Contractor's Use of Premises: During construction, Contractor will have limited use of the site
indicated. Contractor's use of premises is limited only by Owner's right to perform work or
employ other contractors on portions of Project.
1. Owner will occupy the site during construction. Perform construction between the hours 7
AM to 7:00 PM, Monday thru Friday, (other than holidays and weekends), unless otherwise
agreed to in advance by Owner. Clean up work areas and return to a useable condition
at
the end of each work period.
2. Driveways and Entrances: Keep driveways and entrances serving premises clear and
available to the staff, public and emergency vehicles at all times. Do not use these areas for
storage of materials. HYCC Facility and School will be in full use.
a. Schedule deliveries to minimize use of driveways and entrances.
b. Schedule deliveries to minimize space and time requirements for storage of materials and
equipment on-site. Contractor is to meet all deliveries and not rely upon TOB staff to do this.
011000 – General Requirements
PART 2 – PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 011000
011000 – General Requirements
SECTION 012900 - PRICE AND PAYMENT PROCEDURES
PART 1 - GENERAL
1.01 CONTRACT MODIFICATION PROCEDURES
A. On Owner's approval of a proposal from Contractor on AIA Document G709, or similar form,
Project Manager will issue a Change Order on AIA Document G701, or similar form, for all
changes to the Contract Sum or the Contract Time.
B. When Owner and Contractor disagree on the terms of a proposal, Project Manager may issue a
Construction Change Directive on AIA Document G714, or similar form, instructing
Contractor to proceed with the change, for subsequent inclusion in a Change Order.
Construction Change Directive will contain a description of the change and designate the
method to be followed to determine changes to the Contract Sum or the Contract Time.
1.02 PAYMENT PROCEDURES
A. Submit a Schedule of Values at least 10 days before the initial Application for Payment. Break
down the Contract Sum into at least one line item for each Specification Section in the Project
Manual table of contents. Coordinate the Schedule of Values with Contractor's Construction
Schedule.
1. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
2. Provide separate line items in the Schedule of Values for initial cost of materials and for
total installed value of that part of the Work.
B.
Submit 3 copies of each application for payment on Town of Barnstable standard form,
according to the schedule established in Owner/Contractor Agreement.
1. Submit final Application for Payment after completion of Project closeout procedures.
a. Include consent of surety to final payment and insurance certificates.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 012900
Section 012900 – Price And Payment Procedures
Section 012900 – Price And Payment Procedures
SECTION 013100 – PROJECT MANAGEMENT AND COORDINATION
PART 1 – GENERAL
1.01
PROJECT MANAGEMENT AND COORDINATION
A. The contractor shall coordinate construction to ensure efficient and orderly installation of each
part of the Work.
1.02
SUBMITTAL PROCEDURES
A. The contractor shall coordinate each submittal with fabrication, purchasing, testing, delivery,
other submittals, and related activities that require sequential activity.
1. No extension of the Contract Time will be authorized because of failure to transmit
submittals enough in advance of the Work to permit processing, including re-submittals.
2. Submit three copies of each submittal. Project Manager will return one copy.
B. Place a permanent label or title block on each submittal for identification. Provide a space
approximately 6 by 8 inches (150 by 200 mm) on label or beside title block to record
Contractor's review and approval markings and action taken by Architect. Include the
following information on the label:
Project name.
Date.
Name and address of Contractor.
Name and address of subcontractor or supplier.
Number and title of appropriate Specification Section.
C. Identify deviations from the Contract Documents on submittals.
D.
Contractor's Construction Schedule Submittal Procedure: Submit three copies of schedule
within 10 days after date established for Commencement of the Work.
PART 2 - PRODUCTS
2.01
ACTION SUBMITTALS
A.. Product Data: Mark each copy to show applicable products and options.
1. All concrete repair products to be used need to be submitted for approval by the Owner's
Project Manager.
B. OSHA 10 Certification: All workers to provide copies of their OSHA 10 certification cards to the
Owner’s Project Manager prior to start of work. OSHA 10 Certification is required of all workers and
contractors on this project.
Section 013100 – Project Management And Coordination
C. Bonds: See front end for requirements.
2.02
INFORMATION SUBMITTALS
A. Qualification Data: Include lists of completed projects with project names and addresses, names
and addresses of architects and owners, and other information specified.
PART 3 – EXECUTION
END OF SECTION 013100
Section 013100 – Project Management And Coordination
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.01
SECTION REQUIREMENTS
A. Cost for temporary facilities connections shall be included in the Contract Sum. Utility usage
costs will be by Owner.
B. Use electric power from Owner's existing system without metering and without payment of use
charges. Confirm location of connection with OPM. Water must be provided by the contractor.
C. Electrical Service: Comply with NEMA, NECA, UL, and local standards and regulations for
temporary electric service. This contractor is responsible for having his electrician connect to
the existing electric power at the site. Connect at locations specified by the Town Electrician.
D. Water: Water is not available at this site. Contractor must supply all water that may be required
for this project.
PART 2 - PRODUCTS (not applicable)
PART 3 – EQUIPMENT (not applicable)
PART 4 - EXECUTION
4.01 TEMPORARY UTILITIES
Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with
regulations and health codes for type, number, location, operation, and maintenance of fixtures and
facilities.
4.02. TEMPORARY SUPPORT FACILITIES
A.
Provide waste-collection containers in sizes adequate to handle waste from construction
operations. Collect waste daily and, when containers are full, legally dispose of waste off-site.
Comply with requirements of authorities having jurisdiction.
4.03 TEMPORARY SECURITY AND PROTECTION FACILITIES
A.
Provide temporary environmental protection, operate temporary facilities, and conduct
construction in ways and by methods that comply with environmental regulations and that
minimize possible air, waterway, and subsoil contamination or pollution or other undesirable
effects.
Section 015000 – Temporary Facilities And Controls
4.04. TERMINATION AND REMOVAL
A.
Remove temporary facilities and controls no later than Substantial Completion. Personnel
remaining after Substantial Completion will be permitted to use permanent facilities, under
conditions acceptable to Owner.
END OF SECTION 015000
Section 015000 – Temporary Facilities And Controls
SECTION 016000 – PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.01
General
1.02
Definitions
A. The term "product" includes the terms "material," "equipment," "system," and terms of similar
intent.
B. Product Substitutions: Substitutions include changes in products, materials, equipment, and
methods of construction from those required by the Contract Documents and proposed by
Contractor after award of the Contract.
1.
2.
3.
4.
Submit three copies of each request for product substitution.
Submit requests within 10 days after the Notice to Proceed.
Do not submit unapproved substitutions on Shop Drawings or other submittals.
Identify product to be replaced and show compliance with requirements for substitutions.
Include a detailed comparison of significant qualities of proposed substitution with those
of the Work specified, a list of changes needed to other parts of the Work required to
accommodate proposed substitution, and any proposed changes in the Contract Sum or
the Contract Time should the substitution be accepted.
5. Project Manager will review the proposed substitution and notify Contractor of its
acceptance or rejection.
C. Comparable Product Requests:
1. Submit three copies of each request for comparable product. Do not submit unapproved
products on Shop Drawings or other submittals.
2. Identify product to be replaced and show compliance with requirements for comparable
product requests. Include a detailed comparison of significant qualities of proposed
substitution with those of the Work specified.
3. Project Manager will review the proposed product and notify Contractor of its acceptance
or rejection.
D.
Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft. Comply with manufacturer's written instructions.
1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding
of construction spaces.
2. Deliver products to Project site in manufacturer's original sealed container or packaging,
complete with labels and instructions for handling, storing, unpacking, protecting, and
installing.
3. Inspect products on delivery to ensure compliance with the Contract Documents and to
ensure that products are undamaged and properly protected.
4. Store materials in a manner that will not endanger Project structure.
5. Store products that are subject to damage by the elements, under cover in a weathertight
enclosure above ground, with ventilation adequate to prevent condensation.
Section 016000 - Product Requirements
E. Warranties specified in other Sections shall be in addition to, and run concurrent with, other
warranties required by the Contract Documents. Manufacturer’s disclaimers and limitations on
product warranties do not relieve Contractor of obligations under requirements of the Contract
Documents.
PART 2 - PRODUCTS
2.01
PRODUCT OPTIONS
A. Provide products that comply with the Contract Documents, are undamaged, and are new at the
time of installation.
1.
2.
Provide products complete with accessories, trim, finish, and other devices and
components needed for a complete installation and the intended use and effect.
Descriptive, performance, and reference standard requirements in the Specifications
establish "salient characteristics" of products.
B. Product Selection Procedures:
1. Where Specifications name a single product or manufacturer, provide the item indicated
that complies with requirements, or submit equal products under substitution
requirements.
2. Where Specifications include a list of names of products or manufacturers, provide one of
the items indicated that complies with requirements.
3. Where Specifications include a list of names of products or manufacturers, accompanied
by the term "available products" or "available manufacturers," provide one of the named
items that complies with requirements. Comply with provisions for "comparable product
requests" for consideration of an unnamed product.
4. Where Specifications name a product as the "basis-of-design" and include a list of
manufacturers, provide the named product. Comply with provisions for "comparable
product requests" for consideration of an unnamed product by the other named
manufacturers.
C.
OR-EQUAL
1. Where materials, equipment, apparatus, or other products are specified by Manufacturer,
brand name, type or catalog number, such designation is to establish standards or
performance, quality, type and style.
2. If the General or Subcontractor wishes to use materials or equipment other than these
specifically designated herein, as being equal to those so specifically designated, he
shall submit the proposed substitution before purchasing and/or fabrication in
accordance with the requirement of the General Conditions for approval.
3. It is the responsibility of the Contractor to submit all back-up material and data needed to
prove that the proposed product is an “or-equal”. The Project Manager will not review
an alternative product without proper documentation.
Alternative products and
assemblies will be rejected immediately without proper documentation.
4. The schedule of the project is not subject to the availability of products submitted as “or
approved equal” or the review needed to certify an “or approved equal” product.
D. Unless otherwise indicated, Owner will select color, pattern, and texture of each product from
manufacturer's full range of options that includes both standard and premium items.
Section 016000 - Product Requirements
PART 2 - EXECUTION (Not Applicable)
END OF SECTION 016000
Section 016000 - Product Requirements
Section 016000 - Product Requirements
SECTION 017300 - EXECUTION
PART 1 - GENERAL
1.01
EXAMINATION AND PREPARATION
A. Examine substrates and conditions for compliance with manufacturer's written requirements
including, but not limited to, surfaces that are sound, level, plumb, smooth, clean, and free of
deleterious substances; substrates within installation tolerances; and application conditions
within environmental limits. Proceed with installation only after unsatisfactory conditions have
been corrected.
B. Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation
to existing drawings.
C. Take field measurements as required to fit the Work properly. Where fabricated products are to
be fitted to other construction, verify dimensions by field measurement before fabrication and,
when possible, allow for fitting and trimming during installation.
1.02
CUTTING AND PATCHING
A. Do not cut structural members without prior written approval of Town Architect.
B. Where existing services/systems are required to be removed, relocated, or abandoned, bypass
such services/systems before cutting to prevent interruption to occupied areas.
C. Patch with durable seams that are as invisible as possible. Provide materials and comply with
installation requirements specified.
1.03
INSTALLATION
A. Comply with manufacturer's written instructions for installation. Anchor each product securely in
place, accurately located and aligned with other portions of the Work. Clean exposed
surfaces and protect from damage.
1.04
A.
FINAL CLEANING
Complete the following cleaning operations before requesting inspection for certification of
Substantial Completion:
1. Remove labels that are not permanent.
2. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign
substances.
END OF SECTION 017300
Section 017300 - Execution
Section 017300 - Execution
SECTION 017700 – CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.01
CLOSEOUT PROCEDURES
A. Substantial Completion: Before requesting Substantial Completion inspection, complete the
following:
1. Prepare a list of items to be completed and corrected (punch list), the value of items on the
list, and reasons why the Work is not complete.
2. Submit specific warranties, maintenance service agreements, and similar documents.
3. Complete final cleaning requirements, including touchup painting.
B.
Submit a written request for inspection for Substantial Completion. On receipt of request,
Project Manager will proceed with inspection or advise Contractor of unfulfilled requirements.
Project Manager will prepare the Certificate of Substantial Completion after inspection or will
advise Contractor of items that must be completed or corrected before certificate will be
issued.
C. Request inspection for Final Completion, once the following are complete:
1. Submit a copy of Substantial Completion inspection list stating that each item has been
completed or otherwise resolved for acceptance.
2. Instruct Owner's personnel in operation, adjustment, and maintenance of products and
systems.
D.
Request re-inspection when the Work identified in previous inspections as incomplete is
completed or corrected.
E. Submit a written request for final inspection for acceptance. On receipt of request, Project
Manager will proceed with inspection or advise Contractor of unfulfilled requirements. Project
Manager will prepare final Certificate for Payment after inspection or will advise Contractor of
items that must be completed or corrected before certificate will be issued.
END OF SECTION 017700
Section 017700 – Close Out Procedures
Section 017700 – Close Out Procedures
DIVISION 3 - CONCRETE
SECTION 030130 – CONCRETE REPAIR
PART 1 - GENERAL
1.01
SUMMARY
A. This specification describes the patching of exterior vertical and horizontal surfaces of the Skate
Park concrete skate bowl with a: polymer modified, portland cement mortar containing a
penetrating corrosion inhibitor; a two part Polyurea product, a two part high modulus non sag
ceramic/epoxy product; and a cementitious product.
1.02 QUALITY ASSURANCE
A. Manufacturing qualifications: The manufacturer's of the specified products shall be ISO 9001
certified and have in existence a recognized ongoing quality assurance program independently
audited on a regular basis.
B. Contractor qualifications: Contractor shall be qualified in the field of concrete repair and
protection with a successful track record of 5 years or more. Contractor shall maintain qualified
personnel.
C. Install materials in accordance with all safety and weather conditions required by manufacturer or
as modified by applicable rules and regulations of local, state and federal authorities having
jurisdiction. Consult Material Safety Data sheets for complete handling recommendations.
1.03 DELIVERY, STORAGE, AND HANDLING
A. All materials must be delivered in original, unopened containers with the manufacturer’s name,
labels, product identification, and batch numbers. Damaged material must be removed from the
site immediately.
B. Store all materials off the ground and protect from rain, freezing or excessive heat until ready for
use.
C. Condition the specified product as recommended by the manufacturer.
1.04 JOB CONDITIONS
A. Environmental Conditions: Do not apply material if it is raining or snowing or if such conditions
appear to be imminent. Minimum application temperature 45ºF (5ºC) and rising.
B. Protection: Precautions should be taken to avoid damage to any surface near the work zone due
to mixing and handling of the specified material.
1.05 SUBMITTALS
A. Submit two copies of manufacturer’s literature, to include: Product Data Sheets, and appropriate
Material Safety Data Sheets (MSDS).
1.06 WARRANTY
A. Provide a written warranty from the manufacturer against defects of materials for a period of one
(1) year, beginning with date of substantial completion of the project.
Section 030130 – Concrete Repair
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Sika Corporation, 201 Polito Ave. Lyndhurst, New Jersey 07071
B. Adhesive Technology Corp., 450 East Copans Road, Pampano Beach, Florida 33064
C. or Approved Equal
2.02 MATERIALS
A. Sika Top 123 or Approved Equal. At Spalled Area at top of bowl, horizontal surface.
1. Polymer-modified Portland cement mortar:
2. Follow Manufacturer's Specification and Materials and Data Sheet.
B. Sika Top 122 or Approved Equal. At Large Patch Area's and spalling, more then 1-1/2" deep on
horizontal surfaces.
1. Cementitious Product.
2. Follow Manufacturer's Specification and Materials and Data Sheet.
C. . Adhesive Technology Corp. Crackbond JF311 or Approved Equal. At Small cracks,
maximum1/4" wide, no more then 1-1/2" deep on horizontal surfaces.
1. Two part Polyurea Product.
2. Follow Manufacturer's Specification and Materials and Data Sheet.
D. . Adhesive Technology Corp. Miracle Bond 1350 or Approved Equal. At Medium cracks,
maximum 1/2" wide x 1/2" deep on vertical surfaces.
1. Two part high modulus non sag ceramic/epoxy product.
2. Follow Manufacturer's Specifications, Instructions and Materials and Data Sheet.
2.03 PERFORMANCE CRITERIA
A. Follow Manufacturer's Specifications, Instructions and Materials and Data Sheet.
PART 3 – EXECUTION
3.01 SURFACE PREPARATION - SIKA PRODUCTS or Approved Equal
A. Areas to be repaired must be clean, sound, and free of contaminants. All loose and deteriorated
concrete shall be removed by mechanical means. Mechanically prepare concrete substrate to
obtain a surface profile of +/- 1/16” (CSP 5 or greater as per ICRI Guidelines) with a new
exposed aggregate surface. Area to be patched shall not be less than 1/8” in depth.
B. Where reinforcing steel with active corrosion is encountered, sandblast the steel to a white metal
finish to remove all contaminants and rust. Where corrosion has occurred due to the presence
of chlorides, the steel shall be high pressure washed after mechanical cleaning. Prime steel
with 2 coats of Sika Armatec 110 EpoCem, or approved equal, as per the technical data sheet.
3.02 MIXING AND APPLICATION
A. Mechanically mix in an appropriate sized mortar mixer or with a mud paddle and low speed (400600 rpm) drill. Pour approximately 4/5 gal Component A into the mixing container. Add
Component B while continuing to mix. Mix to a uniform consistency for a maximum of three
minutes. Add remaining Component A to mix for desired consistency. Should smaller quantities
be needed, be sure the components are measured in the correct ratio and that the Component
Section 030130 – Concrete Repair
B is uniformly blended before mixing the components together. Mix only that amount of material
that can be placed in 10 - 15 minutes. Do not re-temper material.
B. Placement Procedure: At the time of application, the substrate shall be saturated surface dry with
no standing water. Mortar must be scrubbed into substrate filling all pores and voids. While the
scrub coat is still plastic, force material against edge of repair, working toward center. After
filling, consolidate then screed. Allow mortar to set to desired stiffness then finish with trowel for
smooth surface. Areas where the depth of the repair area to sound concrete is greater than 11/2”, the repair shall be made in lifts of 1-1/2” maximum thickness. The top surface of each lift
shall be scored to produce a rough surface for the next lift. The preceding lift shall be allowed to
reach final set before applying fresh material. The fresh mortar must be scrubbed into the
preceding lift.
C. As per ACI recommendations for portland cement concrete, curing is required. Moist cure with
wet burlap and polyethylene, a fine mist of water or a water-based* compatible curing
compound. Moist curing should commence immediately after finishing and continue for 48
hours. Protect newly applied material from rain, sun, and wind until compressive strength is
70% of the 28-day compressive strength. To prevent from freezing cover with insulating
material. Setting time is dependent on temperature and humidity. *Pretesting of curing
compound is recommended.
D. Adhere to all procedures, limitations and cautions for the polymer-modified portland cement
mortar in the manufacturers current printed technical data sheet and literature.
3.03 CLEANING - SIKA PRODUCTS or Approved Equal
A. The uncured polymer-modified portland cement mortar can be cleaned from tools with water. The
cured polymer - modified portland cement mortar can only be removed mechanically.
B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto
adjacent areas.
C. Substrate shall be clean, sound and lattinance-free prior to repairing.
D. Pre-soak the substrate to provide saturated surface dry (SSD) condition prior to applying repair
material.
E. Apply scrub coat of the repair material to the prepared substrate.
F. While scrub coat is wet place SikaTop 122 Plus or approved equal, filling the entire cavity. Strike
off and finish as required. Wet cure or use Sikagard Curing Compound or approved equal and
protect as per the technical data sheet.
1. Repair area should not be less than 1/8" in depth.
2. Substrate should be saturated surface dry (SSD) with no standing water during
application.
3. Apply scrub coat to the substrate, filling all pores and voids.
4. While scrub coat (or epoxy bonding agent) is still wet apply SikaTop 123 Plus or
approved equal.
3.1.1 SURFACE PREPARATION - ADHESIVE TECHNOLOGY PRODUCTS or Approved Equal
Surfaces must be clean and profiled or textured. All dirt, oil, debris, wax, grease or dust must be
removed. Prepare the surface mechanically using a scarifier, sandblast, shotblast, bushhammer or
other equipment that will give the surface profile needed for the application. A roughened surface is
imperative to good adhesion.
Section 030130 – Concrete Repair
A. Crackbond JF311 or Approved Equal
1. Heavy Duty Traffic Areas: The joint width should be a maximum of 3/4” (19 mm). The depth
should be a mini-mum of 3 times the width, or 2.2” (57 mm).
B. Miraclebond 1350 or Approved Equal
1. Always be sure the bonding surfaces are prepared in advance before starting a new cartridge
or mixing product. If at all possible, schedule dispensing to consume an entire cartridge at
one time with no interruption of epoxy flow. For quart kit, mix only enough Miracle Bond 1350
that can be used within 8 minutes at 75°F (24°C).
2. When bonding two surfaces together, make sure to completely fill all the gaps between the
mating surfaces.
3. To achieve maximum flow and reduce fatigue, the tip of the nozzle can be snapped off at the
narrowest point of the nozzle.
3.1.2 CARTRIDGE SET UP - ADHESIVE TECHNOLOGY PRODUCTS or Approved Equal
A. Crackbond JF311 or Approved Equal
1. Shake the cartridge vigorously for 60 seconds, then stand upright for 5 minutes
allowing any bubbles to rise to the top.
2. Insert cartridge into the dispenser. Make sure it is properly positioned with the shoulder of the
cartridge flush with the front/top bracket of the dispenser. Point upward at about a 45° angle.
Remove the plastic cap and plug from the top of the cartridge.
3. IMPORTANT: Before attaching the nozzle, balance the cartridge by slowly dispensing a small
amount of materi-al into a disposable container until both materials flow evenly from the
cartridge. Place nozzle onto cartridge and secure by threading in a clockwise direction.
4. Continue to point the nozzle upward at about a 45° angle away from yourself and others
while slowly applying pressure to dispenser, moving product up through the nozzle until it
reaches the tip. Dispense one stroke of material into a dispos-able container (1-2 quick
bursts if using an air tool). The cartridge is now purged and ready for use.
B. Miraclebond 1350 or Approved Equal
1. Remove plastic cap and plug from threaded end of cartridge.
2. Place cartridge into dispensing tool, ATC’s TM9HD is recommended.
3. Dispense small amount of adhesive into a disposable container until both flow from cartridge.
4. Attach mixing nozzle to cartridge and dispense a small amount of material into same waste
container until a consistent color with no streaks is obtained.
3.1.3 INSTALLATION - ADHESIVE TECHNOLOGY PRODUCTS or Approved Equal
A. Crackbond JF311 or ApprovedEqual
1. Substrate and environment must be completely dry without any presence of moisture
prior to usage.
2. To fill cracks, use a saw or grinder with a dry diamond or concrete abrasive blade and cut
along the crack opening it up to 3/16” to 1/4” wide.
3. The edges must be a 90° angle to the surface to avoid a feathered edge.
4. To repair a control joint, fill all spalls with CRACKBOND CSR polyurethane and allow to cure.
5. Recut the control joint to remove all filler materials and to reshape the spall repairs.
6. Blow out and remove all dust, dirt, debris, oil and any other contaminant from the control joint
or crack.
7. Use backer rod or kiln dried sand prior to application of adhesive. Allow sufficient depth for
joint filler based upon minimum recommend-ed depth of filler.
8. Place mixing nozzle directly over the joint or repair area. Dispense material using full smooth
trigger pulls (no short choppy strokes) and allow material to gravity feed into the crack/joint.
9. Allow the CRACKBOND JF-311 to cure for a minimum of 45 minutes at 75° F (24°C ) then
Section 030130 – Concrete Repair
use a sharp floor scraper to shave excess material from top surface. Follow explicit
instruction below for application of any topcoat. Full cure times are temperature dependent
and can be found in Table 3.
Note: If you have any difficulty in dispensing product, replace the nozzle with a new one. The product
may have started curing in the nozzle which could affect the mix ratio. Never transfer a used nozzle to
a new cartridge. Instead use a new nozzle with each new cartridge.
For joints to be shaved, over-fill the crack/joint so that material is slightly higher than the face of the
concrete slab you are repairing. See Table 4 for estimated Shave Time vs. Temperature Range of a
1/2 “ thick bead.
TABLE 3: CRACKBOND JF-311 Cure Schedule 1,2,3
Base Material
Temperature
°F
(°C)
-11
(-24)
75
(24)
120
(49)
Working Time
Full Cure Time
6 hrs
48 hrs
2.5 hrs
24 hrs
30 mins
12 hrs
1. Working and full cure times are approximate, may be linearly interpolated between listed temperatures and are based on cartridge/nozzle system
performance.
2. Application Temperature: Substrate and ambient air temperature should be
from -40 to 120 °F (-40 to 49 °C).
3. When ambient or base material temperature falls below 40 °F (4 °C), condition
the adhesive to 40 to 85 °F (4 to 29 °C) prior to use
Table 4: CRACKBOND JF-311 Estimated Shave Time vs Temperature Range of a 1/2" thick bead
Temp
°F
Temp
°C
Time
100120
38-49
80-99
70-79
60-69
50-59
40-49
0 to 40
-10
-20
-30
-40
27-38
21-27
16-21
10-15
4-10
-18 to 4
-23
-29
-34
-40
20 min
30 min
45 min
1.5 hrs
2 hrs
2-3 hrs
3-7 hrs
7.5 hrs
8 hrs
8.5 hrs
10 hrs
B. Miraclebond 1350 or Approved Equal
Use Miracle Bond 1350 for SMALL SPALL REPAIRS ONLY. A deeper or larger mass than
recommended will generate excessive heat resulting in undesirable reactions such as bubbling and
cracking. (***For larger spalls use slower cure Miracle Bond 1450)
For Miracle Bond 1350, the spall should be ground to a depth of ½”(1.27cm) to 5/8”(1.6cm)
deep and width no greater than 3” (7.6cm). Avoid a feathered edge by cutting around the spall into
sound concrete with a grinder or circular saw using a diamond or concrete abrasive blade so the entire
depth of the spall is consistent. For patching concrete, fill the void with the Miracle Bond epoxy to just
above the surface level and trowel flush.
1. Place and secure injection ports with the Miracle Bond capping gel taking care not to leave
any pin-holes. Port spacing should be approximately 6-12” (15.2 – 30.5 cm) apart (typically
the width of the concrete member). Do not allow the epoxy to block the passage between
the port and the crack face.
2. Place additional Miracle Bond between the ports making sure the entire face of the crack is
sealed off and ports are securely fastened to the concrete. If the crack is evident and
accessible on the back side of the concrete member seal with capping gel.
3. Allow the Miracle Bond to cure before injecting the crack with an ATC Crackbond product
such as Crackbond LR321.
NOTE: Epoxy cure is affected by temperature. Low temperatures will increase cure time, higher
temperatures with decrease cure time.
Section 030130 – Concrete Repair
Component “A” contains epoxy resin and is an irritant / sensitizer; component “B” contains
amines and is a corrosive / sensitizer; prior to using the epoxy material, please consult the
material safety data sheet for proper handling instructions. Always wear protective safety
glasses and gloves when working with epoxies and chemicals.
END OF SECTION
030130
Section 030130 – Concrete Repair
DIVISION 7 - THERMAL AND MOISTURE PROTECTANTS
SECTION 071900 – WATER REPELLENTS
PART 1 - GENERAL
1.01
SUMMARY
A. This specification describes the sealing of concrete and most masonry. The water based sealant
protects horizontal and vertical surfaces from moisture intrusion and chemical attack of chloride
salts
Product: Prosoco, Consolideck® Saltguard®WB or Approved Equal
1.02
QUALITY ASSURANCE
A. Test a minimum 4 ft. by 4 ft. area on each type of masonry. Use the manufacturer’s application
instructions. Let test area protective treatment cure before inspection. Keep test panels available
for comparison throughout the protective treatment project.
B. Contractor qualifications: Contractor shall be qualified in the field of concrete repair and
protection with a successful track record of 5 years or more. Contractor shall maintain qualified
personnel.
C. Install materials in accordance with all safety and weather conditions required by manufacturer or
as modified by applicable rules and regulations of local, state and federal authorities having
jurisdiction. Consult Material Safety Data sheets for complete handling recommendations.
1.03 DELIVERY, STORAGE, AND HANDLING
A. All materials must be delivered in original, unopened containers with the manufacturer’s name,
labels, product identification, and batch numbers. Damaged material must be removed from the
site immediately.
B. Store all materials off the ground and protect from rain, freezing or excessive heat until ready for
use.
C. Condition the specified product as recommended by the manufacturer.
1.04 JOB CONDITIONS
A. Environmental Conditions: Do not apply material if it is raining or snowing or if such conditions
appear to be imminent. Minimum application temperature 40ºF (4ºC) during application and for
8 hours following. Surface and air temperatures should not exceed 95°F (35°C). Higher
temperatures evaporate the water carrier, reducing penetration.
B. Protection: Precautions should be taken to avoid damage to any surface near the work zone due
to mixing and handling of the specified material.
1.05 SUBMITTALS
A. Submit two copies of manufacturer’s literature, to include: Product Data Sheets, and appropriate
Material Safety Data Sheets (MSDS).
1.06 WARRANTY
Section 071900 – Water Repellents
A. A written warranty from Manufacturer is required.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Manufacturer: PROSOCO, Inc., 3741 Greenway Circle, Lawrence, KS 66046. Phone: (800)
255-4255; Fax: (785) 830-9797. E-mail: CustomerCare@prosoco.com
B. or Approved Equal
2.02 MATERIALS
A. Prosoco, Consolideck® Saltguard®WB or Approved Equal. Concrete Bowl both horizontal &
vertical surfaces.
1. Ready to use water based, VOC compliant silane/siloxane water repellent and "chloride
screen" for the protection of concrete and masonry.
2. Follow Manufacturer's Specification and Materials and Data Sheet.
2.03 PERFORMANCE CRITERIA
A. Follow Manufacturer's Specifications, Instructions and Materials and Data Sheet.
2.04 TECHNICAL DATA
A. Technical Specifications:
1. FORM: White liquid
2. SPECIFIC GRAVITY: 0.997
3. pH: 7 to 8
4. WEIGHT/GALLON: 8.24 pounds
5. ACTIVE CONTENT: 10 percent
6. FLASH POINT: greater than 212 degrees F (greater than 100 degrees C)
7. FREEZE POINT: 32 degrees F (0 degrees C)
8. VOC CONTENT: less than 25 g/L Low Solids Coating. Complies with all known national,
state and district AIM VOC regulations.
2.05 SYSTEM PERFORMANCE
A. Performance Tests:
1.NCHRP 244 Series II Reduction in Chloride Ion Absorption 90 percent
2. NCHRP 244 Series IV Reduction in Chloride Ion Absorption after weathering 88 percent
3. ASTM E 514 Wind-Driven Rain Penetration (percent reduction of control) 91 percent
4. ASTM C 672 Scaling Resistance Exposure to De-Icing Chemicals and Freeze/Thaw Cycles –
no mass loss; no scaling.
5. Resistance to: Sunlight -- Excellent; Alkalinity -- Excellent
6. Surface Appearance (after application) No change
PART 3 – EXECUTION
3.01 SURFACE PREPARATION
A. Thoroughly clean surfaces using appropriate product.
1. Consolideck
2. Sure Clean
3. Enviro Klean
Section 071900 – Water Repellents
4. or Approved Equal
B. Apply on clean, dry surfaces.
C. Protect people, property, vehicles and all surfaces not set for treatment from spray, windrift and
fumes.
D. Protect and divert pedestrian and auto traffic.
3.02 INSTALLATION
A. Application
Before applying, read “Preparation” and “Safety Information” sections in the Manufacturer’s
Product Data Sheet for Consolideck® Saltguard® WB. Refer to the Product Data Sheet for
additional information about application of Saltguard® WB. Do not dilute or alter. Mix well before
application.
B. Vertical Application Instructions:
For best results, apply Saltguard® WB “wet-on-wet” to a visibly dry and absorbent surface.
1. Spray:
a. Saturate from the bottom up.
b. Apply enough for a 4 to 8 inch (15 to 20 centimeter) rundown below the spray contact
point.
c. Let the first application penetrate for 5 to 10 minutes.
d. Reapply in the same saturating manner.
e. Less material will be needed for the second application.
2. Brush or roller:
a. Apply uniformly. Saturate the surface.
b. Let Saltguard® WB penetrate for 5 to 10 minutes.
c. Brush out heavy runs and drips that do not penetrate.
C. Horizontal Application Instructions:
1. Apply Saltguard® WB in a single saturating application.
2. Use enough to keep the surface wet for 2 to 3 minutes before penetrating.
3. Do not over apply.
4. Broom out all puddles thoroughly until they penetrate the surface.
5. Wipe up all excess material.
Note: Always test for proper penetration on tightly troweled concrete, such as garage floors. The
tight finish or residual curing and sealing compound(s) may interfere with Saltguard® WB’s
ability to penetrate the surface.
D. Dense Surface Application Instructions
1. Apply a single coat.
2. Use enough to completely wet the surface without creating drips, puddles or rundown.
3. Do not over apply. Test for application rate.
Note: Always test for proper penetration on tightly troweled concrete, such as garage floors. The
tight finish or residual curing and sealing compound(s) may interfere with Saltguard® WB’s
ability to penetrate the surface.
3.03 FINISHING
Section 071900 – Water Repellents
A. Drying Time:
1. Treated surfaces will dry to touch within 1 hour.
2. Protect surfaces from rainfall for a minimum of 6 hours following treatment.
3. Treated surfaces will be ready for pedestrian and vehicle traffic in 24 hours.
4. Water repellency of treated surfaces will increase for up to 14 days after application.
A. Clean Up:
1. Clean tools, equipment and surfaces affected by over spray with soap and warm water.
END OF SECTION 071900
Section 071900 – Water Repellents
SECTION 079000 – JOINT SEALANTS
PART 1 - GENERAL
1.01
SUMMARY
A. This specification describes the sealing of joints and cracks with a one-component, gun-grade,
elastomeric polyurethane sealant for self leveling sealant at top of structure steel termination
bar.
Product: SIKA 1A or Approved Equal
1.02 QUALITY ASSURANCE
A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001:2008
certified and have in existence a recognized ongoing quality assurance program independently
audited on a regular basis.
B. Contractor qualifications: Contractor shall be qualified in the field of concrete repair and
protection with a successful track record of 5 years or more. Contractor shall maintain qualified
personnel.
C. Install materials in accordance with all safety and weather conditions required by manufacturer or
as modified by applicable rules and regulations of local, state and federal authorities having
jurisdiction. Consult Material Safety Data Sheets for complete handling recommendations.
1.03 DELIVERY, STORAGE, AND HANDLING
A. All materials must be delivered in original, unopened containers with the manufacturer's name,
labels, product identification, and batch numbers. Damaged material must be removed from the
site immediately.
B. Store all materials off the ground and protect from rain, freezing or excessive heat until ready for
use.
C. Condition the specified product as recommended by the manufacturer.
1.04 JOB CONDITIONS
A. Environmental Conditions: Do not apply material if it is raining or snowing or if such conditions
appear to be imminent. Minimum application temperature 40ºF (5ºC) and rising.
B. Protection: Precautions should be taken to avoid damage to any surface near the work zone due
to mixing and handling of the specified coating.
1.05 SUBMITTALS
A. Submit two copies of manufacturer's literature, to include: Product Data Sheets, and appropriate
Material Safety Data Sheets (MSDS).
1.06 WARRANTY
A. Provide a written warranty from the manufacturer against defects of materials for a period of one
(1) year, beginning with date of substantial completion of the project.
Section 079200 – Joint Sealants
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. Sikaflex-1a, as manufactured by Sika Corporation, 201 Polito Avenue, Lyndhurst, NJ 07071 is
considered to conform to the requirements of this specification or approved equal.
2.02 MATERIALS
A. Polyurethane sealant:
1. The joint sealant shall be a one-component, gun grade, polyurethane-base material. It shall
be applicable in horizontal, vertical, and overhead joints. The sealant shall cure under the
influence of atmospheric moisture to form an elastomeric substance.
B. Any primers, as required, recommended by the manufacturer of the specified product, approved
by the engineer.
C. Backer rod or bond breaker tape, as approved by the Owner's Project Manager.
2.03 PERFORMANCE CRITERIA
A. Properties of the uncured polyurethane sealant:
1. Initial Cure (Tack-Free Time): TT-S-00230C - 4 hours, Final Cure 4 – 7 days
2. Consistency: non-sag
3. Color: 7 architectural standard colors, to match existing concrete.
B. Properties of the cured polyurethane sealant:
1. Tensile Properties (ASTM D-412) at 21 days
a. Tensile Stress: 175-psi min.(1.37 MPa)
b. Elongation at Break: 550%
c. Modulus of Elasticity 25% 35 psi (0.24 MPa), 50% 60 psi (0.41 MPa), 100% 85 psi
(0.59 MPa)
2. Shore A Hardness (ASTM D-2240) at 21 days: 40+/- 5
3. Tear Strength (ASTM D-624) at 21 days: 55 lb./in.
4. Adhesion in Peel (TT-S-00230C, ASTM C 794)
a. Concrete: 20-lb. min. - 0% Adhesion Loss
b. Aluminum: 20-lb. min. – 0% Adhesion Loss
c. Glass: 20-lb. min. – 0% Adhesion Loss
5. Service Range: -40o to 170oF (-400 to 77 0 C)
6. The sealant shall conform to Federal Specification TT-S-00230C, Type II, Class A.
7. The sealant shall conform to ASTM C-920, Type S, Grade NS, Class 35.
8. The sealant must comply with ANSI Standard 61(NSF Approval) for use in contact with
potable water.
9. The sealant shall be non-staining.
Note: Tests were performed with material and curing conditions at 71o-75oF and 45-55% relative
humidity.
PART 3 - EXECUTION
3.01 SURFACE PREPARATION
A. The joint and adjacent substrate must be clean, dry, sound and free of surface contaminants.
Remove all traces of the old sealant, dust, laitance, grease, oils, curing compounds, form
release agents and foreign particles by mechanical means, i.e. – sandblasting, etc., as approved
by the engineer. Blow joint free of dust using compressed air line equipped with an oil trap.
Section 079200 – Joint Sealants
3.02 MIXING AND APPLICATION
A. Joints:
1. Placement Procedure: Prime substrate as required based upon the recommendations of the
manufacturer of the specified product, when field testing indicates need, and when the joints
will be subject to immersion after cure, as approved by the Owner's Project Manager.
2. Install approved backer rod or bond breaker tape in all joints subject to thermal movement to
prevent three sided bonding and to set the depth of the sealant at a maximum of 1/2 in.,
measured at the center point of the joint width. Approval of the backer rod or bond breaker
tape shall be made by the Owner's Project Manager.
3. Joints shall be masked to prevent discoloration or application on unwanted areas, as directed
by the Owner's Project Manager. If masking tape is used, it shall not be removed before
tooling, yet must be removed before the initial cure of the sealant. Do not apply the masking
tape until just prior to the sealant application.
4. Install sealant into the prepared joints when the joint is at the mid-point of its expansion and
contraction cycle. Place the nozzle of the gun, either hand, air, or electric powered, into the
bottom of the joint and fill entire joint. Keep the tip of the nozzle in the sealant; continue with
a steady flow of sealant proceeding the nozzle to avoid air entrapment. Avoid overlapping the
sealant to eliminate the entrapment of air. Tool as required to properly fill the joint.
5. Adhere to all limitations and cautions for the polyurethane sealant as stated in the
manufacturer's printed literature.
B. Cracks:
1. For best performance sealant should be gunned into crack to a minimum of a 1/4" in depth.
Place the nozzle of the gun, either hand, air or electric powered, into the bottom of the crack
and fill entire crack. Keep the tip of the nozzle in the sealant. Continue with a steady flow of
sealant proceeding the nozzle to avoid air entrapment. Avoid overlapping the sealant to
eliminate the entrapment of air. Tool as required to properly fill the crack.
2. Adhere to all limitations and cautions for the polyurethane sealant as stated in the
manufacturer's printed literature.
3.03 CLEANING
A. The uncured polyurethane sealant can be cleaned with an approved solvent. The cured
polyurethane sealant can only be removed mechanically.
B. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto
adjacent areas.
END OF SECTION 079200
Section 079200 – Joint Sealants