Attachment_17_-_Section_03_01_30.71_Concrete_Rehabilitation.pdf

FA4419-14-R-0102

Attachment 17

SECTION 03 01 30.71

CONCRETE REHABILITATION

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Epoxy Resin Binder

1.2.2 Epoxy Concrete

1.2.3 Epoxy Mortar

1.2.4 Non-Pressure Epoxy Grout

1.2.5 Pressure Grouting Epoxy

1.3 SUBMITTALS

1.4 QUALITY ASSURANCE

1.4.1 Design Data

1.4.1.1 Job Mix Formula

1.4.2 Test Reports

1.4.2.1 Epoxy Resin Binder

1.4.2.2 Epoxy Resin Grout

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 WEATHER LIMITATIONS

1.7 TRAFFIC CONTROL

1.8 EQUIPMENT

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Epoxy

2.1.1.1 Epoxy Resin Binder for Concrete and Mortar

2.1.1.2 Non-Pressure Epoxy Grout

2.1.1.3 Crack Sealer for Pressure Grouting

2.1.1.4 Crack Surface Sealer for Pressure Grouting

2.1.2 Aggregate

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Epoxy Concrete

3.1.1.1 Patch Areas Spalls at Joints and Cracks

3.1.1.2 Joints and Cracks

3.1.2 Epoxy Mortar for Cracks and Saw Kerfs

3.1.3 Epoxy Grout for Cracks

3.2 MIXING MATERIALS

3.3 PLACEMENT

3.3.1 Epoxy Concrete

3.3.2 Epoxy Mortar

3.3.3 Non-Pressure Epoxy Grout

3.3.3.1 Cementing Dowels

3.3.3.2 Epoxy Grout for Cracks

3.3.4 Pressure Grouting of Cracks

3.4 CURING

3.5 FIELD QUALITY CONTROL

3.5.1 Sampling

3.5.2 Testing

3.5.3 Inspection

-- End of Section Table of Contents --

SECTION 03 01 30.71

CONCRETE REHABILITATION

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C117 (2013) Standard Test Method for Materials Finer than 75-um (No. 200) Sieve in Mineral Aggregates by Washing

ASTM C136 (2006) Standard Test Method for Sieve

Analysis of Fine and Coarse Aggregates

ASTM C144 (2011) Standard Specification for

Aggregate for Masonry Mortar

ASTM C31/C31M (2012) Standard Practice for Making and Curing

Concrete Test Specimens in the Field

ASTM C33/C33M (2013) Standard Specification for Concrete

Aggregates

ASTM C39/C39M (2012) Standard Test Method for

Compressive Strength of Cylindrical

Concrete Specimens

ASTM C881/C881M (2010) Standard Specification for Epoxy-

Resin-Base Bonding Systems for Concrete

1.2 DEFINITIONS

1.2.1 Epoxy Resin Binder

A two-component epoxy bonding system in low and medium viscosities used by itself as a primer or for producing epoxy concrete or mortars when mixed with aggregate.

1.2.2 Epoxy Concrete

A combination of epoxy resin binder and fine and coarse aggregate used in the repair of spalling along joints or cracks, small surface spalls or "popouts."

1.2.3 Epoxy Mortar

A combination of epoxy resin binder and fine aggregate used in the surface repair of non-structural cracks and filling of saw kerfs.

1.2.4 Non-Pressure Epoxy Grout

A combination of epoxy resin binder, a mineral filler and a thixotropic agent used in cementing dowels in place and the repair of non-structural cracks.

1.2.5 Pressure Grouting Epoxy

A low viscosity epoxy resin system pumped under pressure into structural cracks in walls or pavements.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a

"G" designation are [for Contractor Quality Control approval.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] The following shall be submitted in accordance with Section 01

33 00 SUBMITTAL PROCEDURES:

SD-05 Design Data

Job mix formula SD-06

Test Reports

Sieve analysis test for aggregate

Epoxy resin binder tests

Epoxy grout tests

SD-07 Certificates

Epoxy resin binder

Epoxy grout

SD-08 Manufacturer's Instructions

Epoxy repair material

Submit for mixing and applying.

1.4 QUALITY ASSURANCE

1.4.1 Design Data

1.4.1.1 Job Mix Formula

Submit, at least 15 days before work commences, a job-mix formula for each use of epoxy concrete or epoxy mortar. Test reports shall accompany the mix design. Identify the proposed source of the materials and state the proportions of aggregates and epoxy resin.

When determining job mix, use samples of materials to be used on the job.

a. Trial batches: Perform a minimum of three trial batchings in a certified testing laboratory. Try different aggregate-resin proportions to obtain satisfactory placing and finishing characteristics but keep the proportion by weight of aggregate to epoxy resin binder at least five to one. When mixing, add the fine aggregates first, and then the coarse aggregates. The final trial batch should be sufficiently wet so that some fines will

"bleed" to the surface during finishing operations.

b. Supporting criteria: Include in the submittal the following data for each trial batch:

(1) Proportions by weight

(2) Unit weights and specific gravities of constituents

(3) Batch weights

(4) Compressive strengths of 3 by 6 inch cylinders, made in accordance with ASTM

C31/C31M, air cured for 7 days and tested in accordance with ASTM C39/C39M.

Compressive strength shall be a minimum of 3000 psi.

(5) Curing time 14 days

1.4.2 Test Reports

1.4.2.1 Epoxy Resin Binder

Include the following:

a. Viscosity

b. Consistency

c. Gel time

d. Absorption

e. Shrinkage

f. Thermal compatibility

1.4.2.2 Epoxy Resin Grout

Include the following:

a. Epoxy number

b. Consistency

c. Compressive single shear strength

d. Pot life

1.5 DELIVERY, STORAGE, AND HANDLING

Inspect materials delivered to site for damage, unload and store with a minimum of handling.

Deliver epoxy resin components and aggregate materials in original sealed containers and store in dry covered areas at temperatures below 90 degrees F. Remove from job site unused mixed materials which have reached end of working or pot life.

1.6 WEATHER LIMITATIONS

Halt work when weather conditions detrimentally affect the quality of patching or bonding concrete. Apply epoxy resin materials only when the contact surfaces are completely dry and if the atmospheric and surface temperature ranges are suitable for the specified epoxy material. Follow manufacturer's instructions for weather conditions and temperature ranges.

1.7 TRAFFIC CONTROL

Do not permit vehicular or heavy equipment traffic on the pavement in the work area during the curing period. At the end of the curing period, light local traffic may be permitted on the pavement if approved by the Contracting Officer.

1.8 EQUIPMENT

Use a container recommended by the epoxy manufacturer as the mixing vessel. Use a power drive (air or spark-proof) propeller type blade for mixing except that hand mixing may be used for small batches. Use equipment specified by epoxy manufacturer for field mixing of aggregates and epoxy resin.

PART 2 PRODUCTS

2.1 MATERIALS

2.1.1 Epoxy

2.1.1.1 Epoxy Resin Binder for Concrete and Mortar

NOTE: The grades for ASTM C881/C881M and classes for both standards are as follows:

1. Grade 1: Low viscosity

2. Grade 2: Medium viscosity

3. Grade 3: Non-sagging consistency

4. Class B: For use between 40 and 60 degrees F.

5. Class C: For use above 60 degrees F.

ASTM C881/C881M, Type III, Grade [1] [2], Class [B] [C] without mineral filler.[For [walls]

[and] [ceilings] use ASTM C881/C881M, Type III, Grade 3, Class [B] [C] with filler.]

2.1.1.2 Non-Pressure Epoxy Grout

NOTE: The grades for ASTM C881/C881M and classes for both standards are as follows:

1. Grade 1: Low viscosity

2. Grade 2: Medium viscosity

3. Grade 3: Non-sagging consistency

4. Class B: For use between 40 and 60 degrees F.

5. Class C: For use above 60 degrees F.

ASTM C881/C881M Type IV, Grade [2] [3], Class [B] [C] with or without mineral filler.

2.1.1.3 Crack Sealer for Pressure Grouting

ASTM C881/C881M, Type IV, Grade 1, Class [B] [C] without filler.

2.1.1.4 Crack Surface Sealer for Pressure Grouting

ASTM C881/C881M, Type IV, Grade 3, Class [B] [C] with mineral filler.

2.1.2 Aggregate

For material passing No. 200 sieve provide a non-plastic material composed of a minimum of 75 percent limestone dust, talc or silica inert filler.

Provide dry aggregate.

a. For epoxy concrete: ASTM C33/C33M, [maximum size [ ][13 mm][1/2 inch].] [Conform to the following requirements:

Sieve Designation Percent Passing by Weight

13 mm 1/2 in. 100

10 mm 3/8 in. 93-100

No. 4 70-80

No. 8 50-65

No. 16 37-53

No. 30 20-37

No. 50 10-20

No. 100 5-10

No. 200 3-5

b. For epoxy mortar: ASTM C144, [maximum size [ [No. 8 sieve] [No. 40 sieve]

[[ ] sieve].

mm][ inch].]

PART 3 EXECUTION

3.1 PREPARATION

3.1.1 Epoxy Concrete

3.1.1.1 Patch Areas

Remove loose concrete from the spalled areas indicated. Inspect the cavity for remaining defective concrete by tapping with a hammer or steel rod and listening for dull or hollow sounds. In areas where tapping does not produce a solid tone, remove additional concrete until testing produces a solid tone. Make the entire cavity at least one inch deep. Sawcut edges of cavity to avoid feather edging. Prepare surface of cavity by sandblasting, grinding, or water blasting. Remove dust, dirt, and loosely bonded material resulting from cleaning.

Ensure cavity surfaces are dry.

3.1.1.2 Spalls at Joints and Cracks

For spalls to be repaired that are adjacent to joints and working cracks insert preformed joint filler to the working faces of the spall. Trim filler to fit shape of the working faces of joint or crack so epoxy material is prevented from bypassing filler. Where practicable, extend filler horizontally and vertically into joint or crack opening. Secure filler strip in place prior to and during placement of epoxy concrete. After the epoxy concrete has completely cured, saw out the top inch of the preformed joint filler and install liquid joint sealer.

JOINT SEALS FOR CONCRETE PAVEMENTS].

3.1.1.3 Joints and Cracks

Clean and seal joints and cracks as specified in [ ].

3.1.2 Epoxy Mortar for Cracks and Saw Kerfs

Apply epoxy mortar to newly exposed loose and unsound materials. Prepare surfaces by sandblasting, scarifying or waterblasting. Remove dust, dirt, and loosely bonded material resulting from cleaning. Ensure surfaces are dry before application of epoxy mortar.

3.1.3 Epoxy Grout for Cracks

Apply grout to newly exposed concrete free of loose and unsound materials. Prepare surfaces by sandblasting, scarifying or waterblasting. Remove dust, dirt, and loosely bonded material resulting from cleaning. Ensure surfaces are dry before application of epoxy grout.

3.2 MIXING MATERIALS

Make batches small enough to ensure placement before binder sets. Mix materials in accordance with manufacturer's recommendations.

3.3 PLACEMENT

3.3.1 Epoxy Concrete

Prime dry cavity surfaces with epoxy resin using a stiff bristle brush. Make coating approximately 20 mils thick. Place epoxy concrete while primer is still tacky and in layers not exceeding one inch thick. Use vibratory floats, plates, or hand tampers to consolidate the concrete. Level each layer and screed the final surface to match the adjoining surfaces.

Remove excess epoxy concrete on adjacent surfaces before the concrete hardens. Do not feather epoxy concrete out onto adjacent surfaces.

3.3.2 Epoxy Mortar

Prime surfaces with epoxy resin binder. Scrub prime coat into surface with a stiff bristle brush. Make coating approximately 20 mils thick. Place epoxy mortar while primer is still tacky. Apply at a thickness recommended by the manufacturer. Work mortar into place and consolidate thoroughly so that contact surfaces are wetted by the mortar. Finish surface of mortar to the required texture. Do not feather edge epoxy mortar onto adjacent surfaces.

3.3.3 Non-Pressure Epoxy Grout

3.3.3.1 Cementing Dowels

Immediately prior to placing the dowel, clean hole of dust and other deleterious material with a high pressure air hose. Fill hole halfway with grout. Insert dowel in hole by rotating it at least one complete turn while tapping it down. If necessary add more grout to fill hole.

3.3.3.2 Epoxy Grout for Cracks

Apply epoxy grout at a thickness recommended by the manufacturer. Work grout into place and consolidate thoroughly so that contact surfaces are wetted by the grout. Finish surface of grout to the required texture. Do not feather edge epoxy grout onto adjacent surfaces.

3.3.4 Pressure Grouting of Cracks

Clean each crack of dust, dirt, loose concrete and unsound material. Insert a valve at both ends of each crack, at the junction of two cracks, and along the length of each crack at 16 to

20inch intervals. Fill crack between valves with crack surface sealer. After crack surface sealer has hardened and cured, pump crack sealer into valve at one end of crack. For vertical surfaces start at lowest valve and work upwards. As crack sealer appears at next valve, pinch closed pumping valve and move to next valve and commence pumping.

Continue procedure until other end of crack is reached. Avoid delays in pumping operation. After crack sealer has hardened and cured grind valves off flush with concrete surface. Coat areas of valves with crack surface sealer and allow to harden and cure.

3.4 CURING

Cure epoxy materials in accordance with manufacturer's recommendations.

3.5 FIELD QUALITY CONTROL

3.5.1 Sampling

As soon as epoxy resin and aggregate materials are available for sampling, obtain by random selection a sample of each batch. Clearly identify samples by designated name, specification number, batch number, project contract number, intended use and quantity involved.

3.5.2 Testing

At the discretion of the Contracting Officer, samples provided may be tested by the

Government for verification.

3.5.3 Inspection

Check each repaired area for cracks, spalls, popouts and loss of bond between repaired area and surrounding concrete. Check each repaired area for voids by tapping with a hammer or steel rod and listening for dull or hollow sounds. Immediately repair defects.

-- End of Section --