SECTION 03100 - CONCRETE FORMS AND … Fermi Lab/P-924...SECTION 03100 - CONCRETE FORMS AND ACCESSORIES PART 1. GENERAL 1.01 SCOPE OF WORK: Subcontractor shall furnish all labor, material,

Mu2e Conventional Facilities 6-10-2

CONCRETE FORMS AND 17 FEBRUARY 2014 03100-1 ACCESSORIES

SECTION 03100 - CONCRETE FORMS AND ACCESSORIES

PART 1. GENERAL

1.01 SCOPE OF WORK: Subcontractor shall furnish all labor, material, equipment, transportation, supervision and services necessary for the design and installation of permanent or temporary forms and falsework for cast-in place concrete complete with form liners, coatings, form ties, manufactured joints, anchors, inserts and waterstops as specified herein and as shown on the Subcontract drawings. The work includes, but is not necessarily limited to, the following:

A. Design of formwork.

B. Materials and fabrication of formwork.

C. Shoring, bracing, ties and anchorage of formwork.

D. Forming for openings, inserts and embedments.

E. Formwork accessories.

F. Formwork removal.

1.02 RELATED WORK: The following sections prescribe items of related work. Coordinate work prescribed by this section with work prescribed by these sections:

A. Section 03200 – Concrete Reinforcement.

B. Section 03300 – Cast-in-Place Concrete.

C. Section 05500 – Miscellaneous Metals.

1.03 APPLICABLE STANDARDS: The publications listed below form part of this section. Each publication shall be the latest revision (with addenda, if any) in effect on the date of the subcontract award, unless noted otherwise. Except as specifically modified by the requirements specified herein or the details on the drawings, the work included under this section shall conform to the provisions of these publications:

A. ACI (American Concrete Institute):

1. ACI 301 Specifications for Structural Concrete.

2. ACI 347 Guide to Formwork for Concrete.

B. APA (American Plywood Association):



1. "Plywood for Concrete Forming."

2. "Plywood Design Specification."

C. ASTM (American Society for Testing and Materials):

1. A 446 Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural Quality.

2. A525 Specification for Steel Sheet, Zinc Coated (Galvanized) by the Hot-Dip Process, General Requirements.

D. NFPA (National Forest Products Association):

1. "National Design Specification for Stress Grade Lumber and Its Fastenings."

E. SSFI (Scaffolding Shoring and Forming Institute):

1. “Recommended Horizontal Shoring Beam Erection Procedure."

2. "Recommended Safety Requirements for Shoring Concrete Formwork."

3. "Wood Structural Design Data."

1.04 SUBMITTALS: The following items shall be submitted to Fermilab for review. Review and release of submittals does not relieve Subcontractor of any of the responsibilities and requirements of this section and the design drawings. Review of the Subcontractor's plans and methods of construction shall not be construed to relieve the Subcontractor in any way of his responsibility for the successful performance of the work.

A. Manufacturer's Certificate of Compliance: Certifies that products supplied meet or exceed specified requirements.

B. Shop Drawings: Shop drawings for formwork, including all dimensions, thicknesses, openings, including construction joints contractor intends to utilize for sequencing.

C. See Exhibit A for number and manner of submittals.

1.05 QUALITY ASSURANCE AND CONTROL

A. General: Perform work according to the recommendations of ACI 347 and referenced documents.

B. Requirements:



1. Design formwork to support vertical and lateral loads as recommended in Chapter 2 of ACI 347 and that might be applied until such loads can be supported by the concrete structure and to resist forces due to placing and vibrating concrete.

2. Construct formwork so that concrete slabs, walls and other members shall be of correct dimensions, shape, alignment, elevation and position.

C. Tolerances:

1. Control points and benchmarks shall be established and maintained in an undisturbed condition until final completion and acceptance of work so that they are adequate for reference to establish tolerances.

2. The formwork shall be set and maintained so that the tolerances of the completed work shall not vary from the drawings by more than the requirements of Table 4.3.1 of ACI 301 and Chapter 3 of ACI 347.

D. Coordinate this section with other sections of work that require attachment of components to formwork.

E. Subcontractor is responsible for quality control and construction inspection in accordance with the requirements of Exhibit A.

F. All work is subject to the final acceptance by Fermilab. Strict conformance to the drawings and sections shall be required.

1.06 FIELD QUALITY CONTROL

A. Inspect erected formwork, shoring and bracing to ensure that work is in accordance with formwork design; and that supports, fastenings, wedges, ties and items are secure.

B. Ensure that formwork is anchored to shores below so that movement of formwork system will be prevented during concreting.

C. During concreting, check elevations, camber and plumbness of formwork.

D. Do not reuse wood formwork more than three times for exposed concrete surfaces; do not patch formwork.

E. Check gradual irregularities with a 5’-0” template.

F. Provide positive means of adjustment (wedges or jacks) to permit realignment or readjustment of shores if settlement occurs.

1.07 PRODUCT DELIVERY AND HANDLING

A. Store formwork materials off ground.



B. Ventilate and protect to prevent deterioration from moisture.

C. Protect from dirt and grease.

D. Protect from damage.

PART 2. PRODUCTS

2.01 ALL FORMWORK shall comply with the requirements of Chapter 4 of ACI 347.

2.02 WOOD FORM MATERIALS

A. Plywood shall be Structural I C-C Ext-APA or B-B Plyform Class I Ext-APA; 5/8” minimum thickness.

B. Lumber shall be sound, free from loose knots, of uniform thickness, dressed, straight and true, without twists or bends.

C. Exposed Surfaces:

1. Use smooth faced plywood or steel forms for exposed surfaces.

2. For exposed surfaces in prominent public view, tape joints with waterproof tape to prevent bleeding and honeycombing at joints.

D. Non-exposed Surfaces:

1. Use lumber, plywood or steel forms for non-exposed surfaces.

2. Neat excavation cuts to form sides of footings below grade will be allowed when soil character permits and with prior approval of the Fermilab Construction Coordinator:

a) Hand trim sides and bottom of earth forms. Remove loose soil before placing concrete.

b) When using earth forms, provide additional concrete beyond the minimum design dimensions to the side of the earth cut at no additional cost.

2.03 STEEL FORMS shall be galvanized and minimum 16 gauge matched, tight-fitting and stiffened to support weight of wet concrete plus construction loads without deflection detrimental to tolerances and appearance of finished surfaces.

2.04 FORMWORK ACCESSORIES

A. Form ties shall be snap-off type, metal, minimum 3,000 pound capacity, fixed length, 1” back break dimension and free from defects that could leave holes larger than 7/8” diameter in concrete surface.



B. Form release oil shall be colorless mineral oil that will not stain concrete or absorb moisture.

C. Corners shall be chamfered, rigid plastic, rubber (neoprene) or wood type; 3/4” x 3/4” in size; and maximum possible lengths.

D. Nails, spikes, lag bolts, through bolts and anchorages shall be sized as required, of sufficient strength and character to maintain formwork in place while placing concrete.

PART 3. EXECUTION

3.01 GENERAL

A. Examine the substrate, formwork and the conditions under which formwork is to be placed. Do not place formwork until the Fermilab Construction Coordinator has approved the sub-grade preparation.

B. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings.

C. Provide chamfer strips on external corners of beams, girders and columns unless shown otherwise on drawings.

D. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to over stressing by construction loads.

E. Erect formwork, shoring and bracing to the exact sizes, shapes, lines and dimensions shown and as required to obtain accurate alignments, location, grades, level and plumbness in the finished structure.

3.02 FORM RELEASE OIL

A. Apply form release agent on formwork in accordance with manufacturer's recommendations; wipe off excess form release agent to leave surface of forms just oily to the touch.

B. Apply oil before placing reinforcing steel, anchoring devices and embedded items.

C. Do not apply form release agent wherever concrete surfaces will receive special finishes or wherever applied coverings are affected by agent; soak inside surfaces of untreated forms with clean water; keep surfaces coated before placing concrete.



3.03 INSERTS, EMBEDDED ITEMS AND OPENINGS

A. Provide formed openings wherever required for items to be embedded in or passing through concrete work.

B. Locate and set in place items that will be cast directly into concrete.

C. Coordinate work of other sections in forming and placing openings, slots, reglets, recesses, chases, sleeves, bolts, anchors and other inserts.

D. Install accessories in accordance with manufacturer's instructions, to lines and elevations shown on drawings; ensure items are not disturbed during concrete placement.

3.04 REMOVAL OF FORMS

A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and the imposed construction and live loads. Time of form removal shall follow the guidelines of ACI 301 and ACI 347.

B. Loosen forms carefully; do not wedge pry bars, hammers or tools against finish concrete surfaces.

C. Store removed forms in such a manner that surfaces to be in contact with fresh concrete will not be damaged; discard damaged forms.

3.05 CLEAN-UP: Form Cleaning

A. Clean and remove foreign matter from forms as erection proceeds.

B. Clean debris from formed cavities before placing concrete.

C. Flush with water or use compressed air to remove remaining foreign matter; ensure that water and debris drain to exterior through clean-out ports and drains.

D. During cold weather, remove ice and snow within forms; do not use de-icing salts; do not use water to clean out forms, unless formwork and concrete construction proceed within heated enclosure; use compressed air or other means to remove foreign matter.

E. After completion of work of this section, remove from job-site associated debris, tools and equipment.

END OF SECTION 03100


CONCRETE REINFORCEMENT 17 FEBRUARY 2014 03200-1

SECTION 03200 - CONCRETE REINFORCEMENT

PART 1. GENERAL

1.01 SCOPE OF WORK: Subcontractor shall furnish all labor, materials, equipment, transportation, supervision and services necessary for the detailing, fabrication, delivery and installation of reinforcing steel and welded wire fabric for cast-in place concrete work as specified herein and as shown on the Subcontract drawings. The work includes, but is not necessarily limited to, the following:

A. Furnishing of reinforcing materials.

B. Detailing of reinforcement.

C. Fabrication of reinforcement.

D. Installation of reinforcement.

E. Providing and installing supports for reinforcing.

F. Providing and installing reinforcing accessories.

G. Reinforcing steel shall include reinforcing bars and welded wire reinforcement. All accessories, tie wire, chairs and bolsters required for the installation of the reinforcing shall also be provided.


A. Section 03100 – Concrete Forms & Accessories.

B. Section 03300 – Cast-in-Place Concrete.

1.03 APPLICABLE STANDARDS: The publications listed below form part of this section. Each publication shall be the latest revision (including addenda, if any) in effect on the date of the subcontract award, unless noted otherwise. Except as specifically modified by the requirements specified herein or the details on the drawings, the work included under this section shall conform to the provisions of these publications:


1. ACI 301 - Specifications for Structural Concrete.

2. ACI 315 - Details and Detailing of Concrete Reinforcement.

3. ACI 315R - Manual of Engineering and Placing Drawings for Reinforced Concrete Structures”.



4. ACI 318 - Building Code Requirements for Structural Concrete and Commentary.

B. ASTM (American Society for Testing and Materials):

1. ASTM A106A - Specification for Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete.

2. A615 Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement.

C. CRSI (Concrete Reinforcing Steel Institute):

1. "Manual of Standard Practice."

2. "Recommended Practice for Placing Reinforcing Bars."

1.04 SUBMITTALS: The following items shall be submitted to Fermilab for review. Review and release of submittals does not relieve Subcontractor of any of the responsibilities and requirements of this section and the design drawings. Review of the Subcontractor's plans and methods of construction shall not be construed to relieve the Subcontractor in any way of his responsibility for the successful performance of the work.

A. Manufacturer's Certificate of Compliance: Certifies that products supplied meet or exceed specified requirements.

B. Shop Drawings: Shop drawings for fabrication, bending and setting of reinforcing steel. Comply with the requirements of ACI 315 and CRSI showing bar schedules, stirrup spacing, bending schedule and placement of reinforcement and supports.

C. See Exhibit A, Section 12.0, for number and manner of submittals


A. The detailer and fabricator shall have not less than five years experience in the detailing and fabrication of concrete reinforcing steel.

B. The installer shall have a minimum of five (5) years experience in the placement of concrete reinforcing steel.

C. Subcontractor is responsible for quality control and construction inspection in accordance with the requirements of Exhibit A.

D. All work is subject to the final acceptance by Fermilab. Strict conformance to the drawings and sections shall be required



1.06 PRODUCT DELIVERY, TAGGING AND HANDLING

A. Deliver reinforcement to the job-site bundled and tagged in accordance with CRSI - Manual of Standard Practice. Use metal tags indicating bar size, lengths and other information corresponding to the markings shown on the placement drawings.

B. Reinforcing materials shall be shipped to the job-site new, undamaged and free of rust.

C. Reinforcing materials shall be stored on blocks and cribbing and protected to ensure that no damage or impurities will occur from moisture, dirt, grease or other sources.

PART 2. PRODUCTS

2.01 REINFORCING BARS: ASTM A615, Grade 60, new deformed billet-steel bars, unfinished.

2.02 WELDED WIRE REINFORCEMENT

A. Smooth steel welded wire reinforcement shall conform to the requirements of ASTM A106A and is denoted by the letter "W" followed by a number indicating cross-sectional area in hundredths of a square inch.

B. Deformed steel welded wire reinforcement shall conform to ASTM A106A and is denoted by the letter "D" followed by a number indicating cross-sectional area in hundredths of a square inch.

C. All welded wire reinforcement shall be furnished in flat sheets and shall be tagged with manufacturer's name, size and designation. Rolled material is unacceptable.

2.03 BAR SUPPORTS

A. Wire Bar Supports: Fabricate from cold drawn carbon steel wire or stainless steel wire to the geometry and gauges specified in Table II in the CRSI Manual of Standard Practice.

B. Sand plates (wherever required) of 20-gauge sheet steel welded to support legs.

C. Plastic coating, plastic legs or plastic tips shall be used where legs of supports are in contact with forms or exposed to view concrete surfaces.

D. Pre-cast Concrete Block Bar Supports: Cast from concrete with design strength at least equal to specified strength of structure, provided with two (2)



16 gauge tie wires or hole for No. 4 dowel as appropriate, minimum 4” square, thickness as required for concrete cover.

2.04 WELDED WIRE REINFORCEMENT SUPPORTS

A. Molded Plastic Supports: Sized and shaped to support welded wire reinforcement at the specified depth during concrete placement without breaking or dislodging with bottom pad, where required, to prevent puncture of vapor barrier, if used.

B. Pre-cast Concrete Supports: Cast from concrete with design strength at least equal to specified strength of slab, provided with two (2) 16-gauge tie wires, minimum 4”square, thickness, as required, to position wire reinforcement at specified depth.

2.05 TIE WIRE: ASTM A82, double annealed, minimum 16-gauge.

2.06 SPACERS: Molded plastic, ferrous metal or concrete, sized and shaped to firmly hold reinforcing bars in place and to maintain specified minimum clearance from inside face of forms during concrete placement, without breaking, dislodging or deforming.

2.07 EPOXY ADHESIVE: Manufactured adhesive for anchoring reinforcement into existing concrete:

A. Available Products: Subject to compliance with requirements, products that may be incorporated into the work include, but are not limited to the following:

1. HILTI HY 150.

2. Epcon Granite 5.

3. Simpson Acrylic-TiE.

2.08 MECHANICAL CONNECTIONS OF REINFORCING BARS: Mechanical couplers shall conform to the requirements of ACI 318 and ACI 439.3R for tension compression mechanical connections.



PART 3. EXECUTION

3.01 DETAILING

A. The Subcontractor shall prepare shop fabrication and field placement drawings for all reinforcing steel in accordance with ACI 315, ACI 318 and CRSI - Manual of Standard Practice. Placement drawings shall show the locations and spacing of all reinforcement in the structure. Placement drawings shall be complete so that the reinforcement can be placed without reference to the subcontract drawings.

B. Detailing shall account for the minimum cover as shown on the drawings.

C. All horizontal bars and horizontal portions of bent bars shall be considered “top bars.”

D. Splices shall be staggered and Class B, unless noted otherwise.

E. Full development length shall be provided across joints, unless noted otherwise.

3.02 FABRICATION

A. Fabricate reinforcing in accordance with ACI 315, the CRSI Manual of Standard Practice and from checked and released shop detail drawings.

B. Reinforcing steel shall be accurately bent and cut as detailed:

1. Bars shall be bent cold.

2. Bars shall be shear cut.

3. Heating of bars shall not be permitted.

4. Bars shall not be bent, cut or handled in any other manner that would damage the integrity of the material.

5. Shearing and bending tolerances shall conform to the CRSI Manual of Standard Practice.

3.03 INSPECTION AND PREPARATION

A. Verify that reinforcing is free from twists, dirt, loose rust, scale, oil, grease or other coatings.

B. Verify mark number on tag against placement drawing.

C. Verify reinforcing size and type against drawings.



D. Examine the substrate, formwork and the conditions under which reinforcement is to be placed. Do not place reinforcing until the subgrade preparation has been approved.

3.04 PLACEMENT

A. Place reinforcement according to checked and released drawings and in accordance with ACI 301 and ACI 315.

B. Accurately position, support and secure reinforcement against displacement from formwork construction or concrete placement and consolidation. Support reinforcing on metal chairs, runners, bolsters, spacers and hangers.

C. Locate reinforcing to provide concrete cover and spacing shown on the drawings:

1. Location of bars with respect to spacing and effective depth shall be 1/4” (±) of that shown.

2. Lateral spacing of bars shall be 1” (±) of that shown on the drawings, except where inserts, or other embedded items. may require shifting of bars.

3. Where bars are required to be shifted, or cut due to inserts, embedments or openings and these are not detailed on the drawings, then approval shall be obtained from the Fermilab Construction Coordinator before proceeding. In no case shall the total area of steel provided in a cross section be reduced and typically additional steel will be required.

D. Install welded wire reinforcement in lengths as long as practicable. Lap adjoining pieces at least one (1) full mesh plus 2” and a minimum of 8”. Lace with tie wire.

E. Do not insert dowels into fresh concrete; do not float welded wire reinforcement down into fresh concrete.

F. Support all slab reinforcement at the required depth and secure prior to placing concrete; do not pull welded wire reinforcement up into fresh concrete as it is placed.

G. Welding of and to any reinforcing materials including tack welding of crossing bars is strictly prohibited.

H. Do not cut, bend or straighten bars partially embedded in concrete without specific case-by-case approval of the Fermilab Construction Coordinator. Wires and bars shall be shear cut only. Heat shall not be allowed for cutting or bending of bars.



I. Bars protruding from joints shall be covered and adequately protected from damage. Plastic caps shall be installed on the ends of all protruding bars as required by OSHA.

3.05 CLEANUP: After completion of work of this section, remove from jobsite associated debris, tools and cleanup of this trade.



CAST-IN-PLACE CONCRETE 17 FEBRUARY 2014 03300-1

SECTION 03300 - CAST-IN-PLACE CONCRETE

PART 1. GENERAL

1.01 SCOPE OF WORK: Subcontractor shall furnish all labor, materials, equipment, transportation, supervision and services necessary for the construction and curing of field cast-in-place concrete. The work includes but is not necessarily limited to the following:

A. Building floors, foundations, slabs, walls and pilasters.

B. Transformer and mechanical equipment pads and containment walls.

C. New walkways.

D. Ductbanks thrust blocks and mud mats.

E. Miscellaneous concrete construction in and around proposed CMTF buildings.


A. Section 03100 – Concrete Forms & Accessories.

B. Section 03200 – Concrete Reinforcement.

C. Section 05500 – Miscellaneous Metals.

1.03 APPLICABLE STANDARDS: The publications listed below form part of this section. Each publication shall be the latest revision and addendum in effect on the date of the subcontract award, unless noted otherwise. Except as specifically modified by the requirements specified herein or the details on the drawings, the work included under this section shall conform to the provisions of these publications:


1. ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete.

2. ACI 212.3 Report on Chemical Admixtures for Concrete.

3. ACI 301 Specifications for Structural Concrete.

4. ACI 302 Guide for Concrete Floor & Slab Construction.

5. ACI 304 Guide for Measuring, Mixing, Transporting and Placing Concrete.



6. ACI 304.2 Placing Concrete by Pumping Methods.

7. ACI 305.1 Specification for Hot Weather Concreting.

8. ACI 306.1 Specification for Cold Weather Concreting.

9. ACI 308.1 Specification for Curing Concrete.

10. ACI 309 Guide for Consolidation of Concrete.

11. ACI 311 Guide for Concrete Inspection.

12. ACI 117 Standard Specification for Tolerances for Concrete Construction and Materials.

13. ACI 318 Building Code Requirements for Structural Concrete.

14. ACI 347 Guide for Concrete Formwork.

B. ASTM (American Society for Testing and Materials):

1. C33 Standard Specification for Concrete Aggregates.

2. C70 Standard Test Method for Surface Moisture in Fine Aggregate.

3. C94 Standard Specification for Ready-Mixed Concrete.

4. C143 Standard Test Method for Slump of Hydraulic-Cement Concrete.

5. C150 Standard Specification for Portland Cement.

6. C171 Specification for Sheet Materials for Curing Concrete.

7. C173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.

8. C227 Standard Test Method for Potential Alkali Reactivity of Cement-Aggregate Combinations.

9. C231 Standard Test Method for Air Content or Freshly Mixed Concrete by the Pressure Method.

10. C260 Standard Specification for Air-Entraining Admixtures for Concrete.

11. C309 Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete.

12. C494 Standard Specification for Chemical Admixtures for Concrete.

13. C566 Standard Test Method for Total Evaporable Moisture Content of Aggregate by Drying.



14. C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzalan for Use in Concrete.

15. D994 Standard Specification for Preformed Expansion Joint Filler for Concrete (Bituminous Type).

16. D1190 Standard Specification for Concrete Joint Sealer, Hot-Applied Elastic Type.

17. D1622 Standard Test Method for Apparent Density of Rigid Cellular Plastics.

18. D1751 Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types).

19. D1752 Standard Specification for Preformed Sponge Rubber and Cork Expansion and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction.

20. D3575 Standard Test Methods for Flexible Cellular Materials Made From Olefin Polymers.

21. E329 Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection.

C. NRMCA - (National Ready Mixed Concrete Association): Checklist for Certification of Ready Mixed Concrete Products.

D. USACE - US Army Corps of Engineers: CRD-C572.

1.04 SUBMITTALS: The following items shall be submitted to Fermilab for review. Fermilab’s review will be made to verify that the general scope of work is adequate and that the Subcontractor is qualified to perform the work. Review and release of submittals does not relieve Subcontractor of any of the responsibilities and requirements of this section and the design drawings. Review of the Subcontractor’s plans and methods of construction shall not be construed to relieve the Subcontractor in any way of his responsibility for the successful performance of the work.

A. Proposed concrete design mix proportions and supporting documentation as required by ACI 301 and ACI 318. The Subcontractor shall submit the proposed concrete mixes and supporting documentation forming the basis of the mix design not less than 40 days before any concrete is to be delivered. A separate concrete mix shall be submitted for each type of concrete and for each strength of concrete required by the sections. Only concrete mixes reviewed and released by Fermilab shall be used in the work.

B. Copy of current NRMCA Certificate of Conformance for Concrete Production Facilities for supplier's plant(s).



C. Manufacturers’ material certifications and qualifying test reports confirming that the materials meet the requirements of the sections shall be submitted for the following:

1. Cement - include brand, source and type.

2. Admixtures.

3. Aggregates - include source, gradation, specific gravities, saturated-surface dry weights and other test results conforming aggregate to ASTM C 33.

4. Curing materials, waterstops, joint fillers.

D. Batch Ticket: A delivery ticket with a serial number shall be supplied with each batch of concrete before unloading at the site. The delivery ticket shall show all information required by Section 16 of ASTM C 94.

E. Manufacturer’s data sheets on waterstops, curing compounds and joint fillers.

F. See Exhibit A, Section 12.0, for number and manner of submittals.


A. Ready-mix concrete supplier shall hold current NRMCA Certificate of Conformance for Concrete Production Facilities.

B. There shall be a pre-construction meeting held at the Fermilab site with the Subcontractor, the Subcontractor’s concrete supplier, and the Fermilab Construction Coordinator to review the specifications and requirements for the concrete work. This meeting will be scheduled by Fermilab and major items of review will include: specification review; concrete materials and mix design; inspection and testing responsibilities; sampling and testing requirements; sign-off requirements; authority to accept or reject fresh concrete; pouring schedule; pouring procedures; and curing and finishing procedures.

C. All testing and inspection agencies shall meet the requirements of ASTM E329. Tests of concrete will be performed by ACI Concrete Field Testing Technician 1 or equivalent certification.

D. Tolerances:

1. Tolerances for formed concrete surfaces shall be in accordance with Table 4.3.1 of ACI 301, Chapter 3 of ACI 347 and Section 4 of ACI 117

a) Finished flatwork, except for the topping slab at El 721’-0” shall conform the F sub F and the F sub L requirements for Conventional Straightedge as defined in paragraph 4.5.6 of ACI 117.



b) The topping slab at El 721’-0” shall conform to the F sub F and F sub L requirements for Flat as defined in paragraph 4.5.6 of ACI 117.

2. Embedded items shall be within 1/2 in. of their required location.

E. Fermilab Construction Coordinator shall be notified at least forty-eight (48) hours prior to any concrete placement to permit time for review of reinforcing and formwork, and observation of concrete placement.

F. All concrete structures shall be constructed at the locations and in conformance with the lines, grades and dimensions shown on the drawings. The strength of concrete shall be as indicated on the drawings or as specified in this section.

G. All surfaces receiving concrete shall be inspected and accepted by the Fermilab Construction Coordinator prior to placing concrete.

1.06 TESTING

A. The Subcontractor shall be responsible for monitoring, sampling, testing, and inspecting all phases of the work:

1. Field testing shall be performed by Subcontractor’s independent testing lab. All testing and inspection agencies shall meet the requirements of ASTM E329. Tests of concrete shall be performed by an ACI Concrete Field Testing Technician 1, or equivalent certification. Tests for mix design shall also be by Subcontractor's independent testing lab.

2. Sampling and testing of delivered concrete shall be conducted by Subcontractor’s independent testing service.

3. Concrete shall be sampled, cured, and tested for compressive strength, air content and slump. Compressive test cylinders shall be prepared in sets of three cylinders for each test. Specimens for each test shall be obtained from the same batch of concrete, after about one half of the batch has been deposited.

4. The minimum rate of sampling shall be one set per 50 cu. yds. of concrete of each mixture design placed in the day and at least one (1) set for each structure or foundation.

B. The Subcontractor shall be responsible for all expenses related to the testing and inspection of work not evidencing compliance with the specifications and work done without prior notification of the Fermilab Construction Coordinator. This shall include taking and testing a minimum of three (3) concrete cores in each area of non-compliance.

C. The presence of Fermilab’s Construction Coordinator on the jobsite and/or verification testing by Fermilab is not to be presumed to relieve in any degree



the responsibilities of the Subcontractor. Any work that does not meet the requirements of the drawings and specifications shall be repaired or removed and replaced solely at the Subcontractor’s expense.

D. Field records, in the form of concrete pour cards, shall be maintained for each concrete placement. As a minimum the following information shall be kept:

1. Concrete Placement: date, time, location, delivery ticket, test samples taken, date of form removal, method of curing and length of curing.

2. Weather conditions: air temperature, relative humidity and wind speed.

E. Subcontractor shall provide assistance and allow Fermilab to perform sampling and verification testing of any phase of the work.

1.07 COLD-WEATHER TEMPERATURE REQUIREMENTS

A. Cold-weather concreting shall be in accordance with ACI 306 and the requirements specified herein.

B. Concrete shall not be mixed or placed when the temperature is below 40°F or when conditions indicate that the temperature will fall below 40°F within twenty-four (24) hours after placing, unless cold weather concreting procedures and precautions are followed.

C. The concrete, formwork and air temperature must be kept at a temperature of not less than 50°F for not less than seventy-two (72) hours after placing.

1.08 HOT-WEATHER TEMPERATURE REQUIREMENTS

A. Hot-weather concreting shall be in accordance with ACI 305 and the requirements specified herein.

B. The maximum placing temperature of the concrete as it is being discharged from the delivery vehicle shall not exceed 90°F. The concrete supplier shall employ effective means, such as pre-cooling the aggregate or pre-cooling the mixing water, to maintain the delivered temperature of concrete at or below 90°F.

1.09 BATCHING, MIXING AND TRANSPORTATION of concrete shall be in accordance with ACI 304 and ASTM C94

A. The batch plant and scales shall meet the standards established by the NRMCA, "Certification of Ready-Mixed Concrete Production Facilities."

B. The batch plant shall be capable of ready adjustment to compensate for the varying moisture content of the aggregates and to change the weights of the materials being batched. Adjustments to the mix shall be made based on a



moisture content determined by ASTM C-70 for fine aggregates and ASTM C-566 for coarse aggregates.

C. The concrete shall be delivered as close to the area of placement as is safely possible.

D. The concrete shall be discharged from the delivery equipment within a maximum of ninety (90) minutes or before the drum has made three hundred (300) revolutions. Timing for the concrete discharge shall start with the introduction of the mixing water.

E. The concrete trucks shall be continuously rotated at the agitating speed while awaiting discharge. If the truck stops agitating for fifteen (15) minutes or longer, the concrete shall be re-blended by rotating the drum at the mixing speed for a minimum of ten (10) revolutions prior to discharging.



PART 2. PRODUCTS

2.01 CEMENT

A. Portland cement shall be Type I, conforming to ASTM C-150.

B. Only one (1) brand and source of cement shall be used for all work on the Subcontract, unless otherwise specifically authorized. The brand and source shall provide a uniform color for all exposed concrete.

2.02 AGGREGATES

A. Aggregates shall conform to ASTM C-33.

B. Fine aggregate shall be uniformly graded, clean, sharp, washed natural or crushed sand, free from organic impurities.

C. Coarse aggregate shall be natural washed gravel or washed crushed rock having hard, strong, durable pieces, free from adherent coatings.

D. Maximum sizes of coarse aggregates shall be 3/4 in. in accordance with the requirements of ASTM C-33 gradation size no. 67.

2.03 WATER: Water used in the concrete mix shall be potable, clean and free from oils, acids, salts, chlorides, alkali, sugar, vegetable or other injurious substances.

2.04 ADMIXTURES

A. Admixtures shall contain no chlorides.

B. The concrete shall contain an air-entraining admixture and a water-reducing admixture. No other admixtures shall be used unless reviewed and approved by Fermilab. Admixtures shall be purchased and batched in liquid solution. The use of calcium chloride or an admixture containing calcium chloride is prohibited.

C. Admixtures shall be of the same manufacturer to assure compatibility. Acceptable manufacturers are:

1. Sika Corp.

2. Master Builders.

3. Euclid Chemical Co.

D. The air-entraining admixture shall comply with the requirements of ASTM C-260 and ACI 212.1R.



E. The water-reducing admixture shall be Type A or Type D complying with the requirements of ASTM C-494 and ACI 212.1R. Type A shall generally be used throughout unless increased setting time is required, in which case Type D shall be used.

2.05 REINFORCING STEEL shall conform to Section 03200, Concrete Reinforcement.

2.06 CURING MEMBRANE shall be non-staining paper conforming to ASTM C-171 or 6 mil thick polyethylene film.

2.07 CURING AND SEALING COMPOUNDS shall be a clear acrylic-based compound. Acceptable products are:

A. L & M Construction Products Dress and Seal.

B. Sonneborn Kure-N-Seal.

C. W. R. Meadows CS-309/30-Clear.

2.08 WATERSTOPS

A. PVC Waterstops shall be flat serrated ribbed type extruded PVC conforming to the U.S. Army Corp of Engineers specification CRD-C572.

B. Self-expanding Strip Waterstops: Manufactured rectangular or trapezoidal strip, ¾” to 1” wide 3/8” to ½” thick, sodium bentonite or other hydrophilic material for adhesive bonding concrete:

1. Available Products: Subject to compliance with requirements products that may be incorporated into the Work include, but are not limited to the following:

a) Volclay Waterstop-RX; Colloid Environmental Technologies Co.

b) Hyrdotite: Greenstreak.

c) Stop; Carlisle Coatings and Waterproofing.

2.09 EMBEDS AND INSERTS

A. Embedded plates, sleeves, inserts and other items shall be provided as shown on the drawings.

B. Refer to Section 05500: MISCELLANEOUS METALS for miscellaneous steel embedments.

2.10 PREMOLDED JOINT FILLER for expansion or isolation joints shall be preformed sheets or strips of durable, elastic rubber or clean granulated cork particles securely



bonded together by an insoluble synthetic resin meeting the requirements of ASTM D1752 Types I or II.

2.11 CAULKING AND PATCHING MATERIAL for grout holes, nipples, joints, and cracks shall be epoxy grout or rapid setting structural mortar suitable for overhead applications, or other suitable materials subject to approval by Fermilab.

2.12 CONCRETE MIX

A. Separate mix designs are required for each type and change in mix materials. Separate mix designs are also required for concrete that is to be placed by pumping methods.

B. The guidelines of ACI-301 and ACI-211.1 shall be adhered to in design and proportioning of the concrete mix. Proportioning shall be on the basis of field experience and/or trial mixtures.

C. The cement content and water cement ratio shall be within the following limits for each strength class, with these requirements adhered to even though test cylinder results may show higher strengths.

Strength Class28 Days

Minimum Cement Content

Maximum Water/Cement

Ratio Application

2,000 psi 376 lbs/C.Y. 0.74 Mud mats, Thrust blocks & Ductbank

3,500 psi 470 lbs./C.Y. 0.44 Concrete Paving

4,000 psi 470 lbs/C.Y. 0.44 Structural Concrete

D. The water-cement ratio shall be the weight of water divided by the weight of cement and flyash entering the mixture. The total quantity of water shall be adjusted for the free moisture contributed by the fine and coarse aggregates. No water shall be added to the concrete after it has left the mixer.

E. The concrete mix shall be designed for a maximum slump of 3” ± 1” at the point of discharge. Slump for pumped concrete may be higher but in no case greater than 5” ± 1”. In no case shall the water/cement ratio be increased. Mixes of the stiffest consistency that can be efficiently placed shall be used.

F. All concrete shall have 4 percent – 6 percent entrained air.

G. All structural concrete shall contain a water-reducing agent.

H. Fly ash may be incorporated in the concrete mix design under the following conditions:



1. Class C fly ash may be used as a replacement for cement at a ratio of one and one-half (1-1/2) parts fly ash to one (1) part cement replaced up to a maximum of 15 percent replacement.

2. Class F fly ash may be used as a replacement for fine aggregate only. Total cement shall remain the same as the design without fly ash.

3. The use of fly ash is subject to Fermilab’s approval.

I. No changes in the concrete mix may be made by the Subcontractor during the progress of the work without prior review and release by Fermilab. To obtain review and release of a mix change, the Subcontractor shall provide conclusive evidence that the proposed concrete mix will meet the specified requirements.

J. If during the progress of the work it is found impossible to achieve concrete of the required workability and strength with the materials being furnished, Fermilab may order, without additional cost, such changes in proportions or materials, or both, as may be deemed necessary to achieve concrete of the specified quality.

2.13 NON METALLIC SHRINKAGE RESISTANT GROUT Premixed, nonmetallic, non corrosive, nonstaining grout containing selected silica sands, Portland cement, shrinkage compensating agents, plasticizing and water reducing agents complying with ASTM C1107, of consistency suitable for application and thirty (30) minute working time.

2.14 SHEET VAPOR RETARDER: Polyethylene sheet, ASTM D 4397, not less than 10 mils thick.

2.15 ISOLATION JOINT FILLER

A. Sealant system shall be comprised of three components: 1) Cellular polyurethane foam impregnated with hydrophobic 100% acrylic, water-based emulsion, factory coated with highway-grade, fuel resistant silicone. Impregnation agent to have proven non-migratory characteristics. 2) Field-applied epoxy adhesive primer. 3) Field-injected silicone sealant bands. Silicone coating to be highway-grade, low-modulus, jet-fuel resistant silicone applied to the impregnated foam sealant at a width greater than maximum allowable joint extension and which when cured and compressed will form a bellows.

B. Depth of seal as recommended by manufacturer. The seal to be installed into manufacturer’s standard field-applied epoxy adhesive. The seal is to be installed slightly recessed from the surface such that when the field-applied injection band of silicone is installed between the substrates and the foam-and-silicone-bellows, the system will be essentially flush with the substrate surface.



C. Material shall be capable, as a dual seal, of movements of +30 percent, -25 percent (55 percent total) of nominal material size.

D. Seal shall be free in composition of any waxes or asphalts, wax compounds or asphalt compounds. Seal shall be certified in writing to be: a) capable of withstanding 150°F (65°C) for 3 hours while compressed down to the minimum of movement capability dimension of the basis of design product (-25 percent of nominal material size) without evidence of any bleeding of impregnation medium from the material; and b) that the same material after the heat stability test will self-expand to the maximum of movement capability dimension of the basis-of-design product (+30 percent of nominal material size) within 24 hours at room temperature 68°F (20°C).



PART 3. EXECUTION

3.01 PREPARATION BEFORE PLACING

A. Placement surfaces shall be accepted by the Fermilab Construction Coordinator before placing concrete.

B. Prior to placing concrete, the forms and reinforcement shall be thoroughly inspected. All wood chips, dirt, and other debris, etc., shall be removed; all temporary bracing, ties and cleats removed; all openings for utilities properly boxed; all forms properly secured in their correct position and made tight. All reinforcement, anchor bolts and other embedded items shall be secured in their proper locations. All old and dry concrete and dirt shall be cleaned off and all standing water and other foreign matter removed.

3.02 VAPOR RETARDERS

A. Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer’s written instructions.

1. Lap joints 6” and seal with manufacturer’s recommended tape.

B. Granular Course: Compact granular capillary barrier to design subgrade elevation plus 0” or minus ¾” prior to applying vapor retarder.

3.03 CONSTRUCTION JOINTS

A. Construction joints shall be placed at the locations indicated on the drawings. Joints that have to be made at locations other than those shown on the drawings shall be approved by Fermilab and located to least impair the strength of the structure.

B. Reinforcement shall be continued across joints with full development length provided, unless the drawings show otherwise. Construction joints shall be keyed as shown. The joint surfaces shall be cleaned of scale and laitance.

C. When specified as a “bonded construction joint,” the joint shall be thoroughly wetted and washed with a coat of neat cement grout prior to the new pour.

3.04 ISOLATION AND EXPANSION JOINTS

A. Isolation and expansion joints shall be located and constructed as shown on the drawings. When reinforcing dowels are shown extending through a joint, they shall be smooth and the protruding end greased to prevent bonding.

B. Joints shall be installed with the top edge of the joint filler ½” below the top of the concrete. The edges of the joint shall be tooled to a 1/8” radius and the



remaining joint space cleaned, dried and filled to the top edge of the surface with approved joint sealant.

3.05 COMPRESSIBLE FILLER

A. Install compressible joint filler in accordance with manufacturer's instructions.

B. Attach expansion joint filler securely to the existing concrete slab, coping or form with tape or mechanical fasteners prior to pouring the concrete slab.

C. Ensure that the expansion joint filler is level with the desired slab surfaces prior to finishing.

D. Remove the pre-scored strip and apply joint sealant.

E. Fill joint with sealant.

3.06 EMBEDDED ITEMS

A. All anchorage devices, inserts, sleeves and other embedded items shall be set and built into the work in accordance with the drawings.

B. Embedded items shall be set accurately in location, alignment, elevation and plumbness. Locate and measure from established surveyed reference benchmarks.

C. Embedded items shall be anchored into place in a manner to prevent movement during concrete placement and consolidation. Components forming a part of a complete assembly shall be aligned before anchoring into place. Provide temporary bracing, anchorage and templates as required to maintain the setting and alignment.

D. Sleeves and other embedded items shall not be set on main reinforcing steel and shall have a minimum 1” gap to the steel. Threads and open areas of sleeves shall be protected from damage and intrusion of concrete.

3.07 STEEL PAN STAIRS

A. Provide concrete fill for steel pan stair treads, landings, and associated items. Cast-in inserts and accessories as shown on Drawings. Screed, tamp, and trowel finish concrete surfaces.

3.08 HANDLING AND DEPOSITING

A. Placing of concrete shall be in accordance with ACI 301 and ACI 304 and shall be carried out at such a rate that the concrete previously placed is still plastic and integrated with the freshly placed concrete. Concreting, once started, shall be carried on as a continuous operation until the section is completed. No cold joints shall be allowed.



B. Concrete shall be handled from the mixer to the place of final deposit as rapidly as practicable by methods that will prevent segregation or loss of ingredients. Concrete shall be deposited as nearly as practical in its final position to avoid segregation due to rehandling.

C. Pumped concrete shall follow the recommendations of ACI 304.2. Aluminum alloy pipeline shall not be used. After a pour has been completed, any concrete remaining in the pipeline shall be wasted.

D. Concrete shall not be dropped freely onto reinforcing, thereby causing segregation, nor shall it be dropped freely more than 5’-0”. Concrete shall be deposited in a manner to maintain an approximately level horizontal surface.

E. Concrete that has partially hardened shall not be deposited in the work. Concrete shall not be re-tempered nor used after having stood for 15 minutes after leaving the truck or mixer.

F. Concrete that is delivered with a slump below that suitable for proper placing, specified in this Section, may have additional water authorized only if neither the maximum permissible water-cement ratio nor the maximum slump is exceeded. The water shall be incorporated by additional mixing equal to at least half of the total mixing required. Any addition of water above that permitted by the limitation on water-cement ratio shall be accompanied by a quantity of cement sufficient to maintain the proper water-cement ratio. Any additional water shall only be as authorized in writing by the Fermilab Construction Coordinator. In no case shall water be added after the concrete has left the mixer.

3.09 VIBRATING AND COMPACTING

A. All concrete shall be thoroughly consolidated and compacted by vibration, spading, rodding or forking during the operation of placing and depositing in accordance with ACI 309. The concrete shall be thoroughly worked around reinforcement, embedded items and into the corners of the forms to eliminate all air and stone pockets. Internal vibrators shall be the largest size and the most powerful that can be properly used as described by ACI 309. They shall be used by experienced workers under experienced supervision and shall be kept from bearing against reinforcement and forms. Vibrators shall not be used in a manner that forces mortar between individual form members. Vibrators shall not be used to transport concrete within the forms. Form vibrators shall not be used.

B. Vibrators shall be inserted and withdrawn in points approximately 18” apart. At each point the duration shall be sufficient to consolidate the concrete but not cause segregation. The time of insertion shall generally be five (5) to fifteen (15) seconds. Vibration shall be close to the forms, but shall not be continued at one spot to the extent that large areas of grout are formed or the heavier aggregates are caused to settle. Care shall be taken not to disturb the concrete after it has taken its initial set.



3.10 PATCHING

A. After removing all forms and attachments, all tie holes, pour and form joints, voids, pockets, honeycombs and other aesthetic defects shall be patched in accordance with ACI 301, Chapter 9.

B. Defects impairing the structural integrity or strength of the structure shall require special repairs or removal as determined and directed by the Fermilab Construction Coordinator.

3.11 PROTECTION AND CURING

A. Freshly placed concrete shall be protected from injurious action of the elements and defacement of any kind during the construction operations in accordance with ACI 308.

B. Exposed concrete edges shall be carefully protected from traffic or use that may cause damage.

C. Curing:

1. The concrete shall be kept in a thoroughly moist condition from the time of placement until it has cured for at least seven (7) days.

2. All forms shall be kept sufficiently wet to prevent drying of the concrete. Continue curing concrete for remainder of curing period upon removal of forms.

3. The use of liquid-membrane curing compounds must be approved by the Fermilab Construction Coordinator for each specific location. When used, they shall be applied in two (2) coats, sprayed in perpendicular directions.

D. Surfaces of floor slabs shall have a smooth trowel finish without membrane curing compound.

3.12 SETTING BASE PLATES AND BEARING PLATES

A. After being properly positioned, bearing plates for beams and similar structural members and machinery, column base plates, and equipment base plates shall be set to the proper line and elevation with non-metallic shrinkage resistant grout. The thickness of the grout shall be as shown on the drawings. Concrete and metal surfaces in contact with grout shall be clean and free of oil and grease, and concrete surfaces in contact with grout shall be damp and free of laitance when grout is placed.

B. Mixing and placing shall be in conformance with the material manufacturer’s instructions and as specified therein. Ingredients shall be thoroughly dry-mixed before adding water. Batches should be of size to allow continuous



placement of freshly mixed grout. Grout not used within thirty (30) minutes after mixing shall be discarded. The space between the top of the concrete or machinery-bearing surface and the plate shall be filled solid with the grout. Forms shall be of wood or other equally suitable material for completely retaining the grout on all sides and on top and shall be removed after the grout has set. The placed grout shall be carefully worked by rodding or other means to eliminate voids; however, overworking and breakdown on the initial set shall be avoided. Grout shall not be re-tempered or subjected to vibration from any source. Where clearances are unusually small, grout shall be placed under pressure with a grout pump. Temperature of the grout, and of surfaces receiving the grout, shall be maintained at 65 to 85°F until after setting.

3.13 LIQUID FLOOR TREATMENTS

A. Penetrating Liquid Floor Treatment: Prepare, apply, and finish penetrating liquid floor treatment according to manufacturer’s written instructions.

1. Remove curing compounds, sealers, oil, dirt, laitance, and other contaminants and complete surface repairs.

2. Do not apply to concrete that is less than seven days old.

3. Apply liquid until surface is saturated, scrubbing into surface until a gel forms; rewet; and repeat brooming or scrubbing. Rinse with water; remove excess material until surface is dry. Apply a second coat in a similar manner if surface is rough or porous.


Documents

SECTION 03100 - CONCRETE FORMS AND … Fermi Lab/P-924...SECTION 03100 - CONCRETE FORMS AND ACCESSORIES PART 1. GENERAL 1.01 SCOPE OF WORK: Subcontractor shall furnish all labor, material,