SECTION CONCRETE FORMWORK. A. Formwork for cast-in place concrete, with shoring, bracing and anchorage.

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1 DIVISION 3 CONCRETE

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3 SECTION CONCRETE FORMWORK PART 1 GENERAL 1.1 SECTION INCLUDES A. Formwork for cast-in place concrete, with shoring, bracing and anchorage. B. Openings for other work. C. Form accessories. D. Form stripping. 1.2 DESIGN REQUIREMENTS A. Design, engineer and construct formwork, shoring and bracing to conform to design and code requirements; resultant concrete to conform to required shape, line and dimension. 1.3 SUBMITTALS A. Submit under provisions of Section B. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and arrangement of joints and ties. C. Product Data: Provide data on void form materials and installation requirements. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with ACI 347, 301, 318. B. Maintain one copy of each document on site. 1.5 QUALIFICATIONS A. Design formwork under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed in the State of the Project. 1.6 REGULATORY REQUIREMENTS A. Building Code Requirements for Reinforced Concrete (ACI ). B. ACI Manual of Concrete Practice C. CRSI Manual of Standard Practice D. Specifications for Structural Concrete for Buildings, ACI (Revised 1981). E. The General Administrative Rules of the Indiana Department of Fire and Building Services. F. ACI 347 recommended practice for concrete formwork

4 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products to site under provisions of Section B. Deliver void forms and installation instructions in manufacturer's packaging. C. Store off ground in ventilated and protected manner to prevent deterioration from moisture. 1.8 COORDINATION A. Coordinate work under provisions of Section B. Coordinate this Section with other Sections of work, which require attachment of components to formwork. C. If formwork is placed after reinforcement resulting in insufficient concrete cover over reinforcement before proceeding, request instructions from Engineer. PART 2 PRODUCTS 2.1 WOOD FORM MATERIALS A. Form Materials: At the discretion of the Contractor. 2.2 MANUFACTURERS PREFABRICATED FORMS A. As specified by the Contractor's Licensed Structural Engineer. 2.3 FORMWORK ACCESSORIES A. Form Ties: Snap-off type, metal, fixed length, cone type, free of defects that could leave holes larger than one inch in concrete surface. B. Form Release Agent: Colorless mineral oil, which will not stain concrete, absorb moisture, or impair natural bonding or color characteristics of coating intended for use on concrete. C. Corners: Chamfer, wood strip type; 1"x 1", all exposed corners. 1. Waterstops: Polyvinyl chloride, average 2,020 psi tensile strength, minimum 50 degrees F (46 degrees C) to plus 175 degrees F (79 degrees C) working temperature range, maximum possible lengths, ribbed profile, preformed corner sections, heat welded jointing; waterstop manufactured by Greenstreak. a. Dumbell Style 6" long x 3/16" thick. b. Secure waterstops in place by splitting forms or wire ties. Tie waterstops between last rib and edge with ties spaced at 12 inches on center. c. All joints in waterstops shall be field welded together using an indirect heating element. d. Concrete shall be thoroughly vibrated around waterstops to prevent honeycomb

5 PART 3 EXECUTION 3.1 EXAMINATION A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings. 3.2 EARTH FORMS - Do not use unless owner approval A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. 3.3 ERECTION - FORMWORK A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI 301. B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to over stressing by construction loads. C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping. Permit removal of remaining principal shores. D. Align joints and make watertight. Keep form joints to a minimum. E. Obtain approval before framing openings in structural members that are not indicated on Drawings. F. Provide chamfer strips on external corners of beams, joists, columns, and exposed edges. G. Install void forms in accordance with manufacturer's recommendations. Protect forms from moisture or crushing. 3.4 APPLICATION - FORM RELEASE AGENT A. Apply non-staining form release agent on formwork in accordance with manufacturer's recommendations. B. Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. C. Do not apply form release agent where concrete surfaces will receive special finishes. 3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS A. Provide formed openings where required for items to be embedded in passing through concrete work. B. Locate and set in place items that will be cast directly into concrete. C. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other Work. D. Position recessed reglets for brick veneer masonry anchors to spacing and intervals specified

6 E. Install accessories in accordance with manufacturer's instructions, straight, level, and plumb. Ensure items are not disturbed during concrete placement. F. Install waterstops continuous without displacing reinforcement. Heat seal joints watertight. G. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom of forms to allow flushing water to drain. H. Close temporary openings with tight fitting panels, flush with inside face of forms, and neatly fitted so joints will not be apparent in exposed concrete surfaces. 3.6 FORM CLEANING A. Clean forms as erection proceeds, to remove foreign matter within forms. B. Clean-formed cavities of debris prior to 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. D. During cold weather, remove ice and snow from 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. 3.7 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 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. Do not reuse wood formwork more than four times for concrete surfaces to be exposed to view. Do not patch formwork. 3.9 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms SCHEDULES A. As specified in drawings. END OF SECTION

7 SECTION CONCRETE REINFORCEMENT PART 1 GENERAL 1.1 SECTION INCLUDES A. Reinforcing steel bars, wire fabric and accessories for cast-in-place concrete. 1.2 SUBMITTALS A. Submit under provisions of Section B. Shop Drawings: Indicate bar sizes, spacing, locations, and quantities of reinforcing steel and wire fabric, bending and cutting schedules, supporting and spacing devices and splice locations and lap lengths. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 1.3 QUALITY ASSURANCE A. Perform Work in accordance with CRSI 63, 65 and Manual of Practice, ACI 301, ACI SP-66, ACI 318, ANSI/ASTM A184. B. Maintain one copy of each document on site. C. Submit certified copies of mill test report of reinforcement materials analysis. 1.4 QUALIFICATIONS A. Design reinforcement under direct supervision of a Professional Structural Engineer experienced in design of this work and licensed at the place where the Project is located. B. Welders' Certificates: Submit Manufacturer's Certificates, certifying welders employed on the Work, verifying AWS qualification within the previous 12 months. 1.5 COORDINATION A. Coordinate work under provisions of B. Coordinate with placement of formwork, formed openings and other Work. PART 2 PRODUCTS 2.1 REINFORCEMENT A. Reinforcing Steel: ASTM A615, 40 or 60 (as shown on the drawings) yield grade; deformed billet steel bars, unfinished. 2.2 ACCESSORY MATERIALS A. Tie Wire: Minimum 16 gage annealed type

8 B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during concrete placement conditions including load bearing pad on bottom to prevent vapor barrier puncture. C. Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather Exposed Concrete Surfaces: Plastic coated steel. 2.3 FABRICATION A. Fabricate concrete reinforcing in accordance with ACI 318. B. Weld reinforcement in accordance with ANSI/AWS D1.4. Reinforcing bars to be welded shall be ASTM A706. C. Epoxy Coated Reinforcement: Clean surfaces, weld and re-protect welded joint in accordance with manufacturer's instructions. D. Locate reinforcing splices not indicated on drawings, at point of minimum stress. Review location of splices with Engineer. PART 3 EXECUTION 3.1 PLACEMENT A. Place, support and secure reinforcement against displacement. Do not deviate from required position. B. Do not displace or damage vapor barrier. C. Accommodate placement of formed openings. D. Conform to applicable ACI 318 code for concrete cover over reinforcement. 3.2 FIELD QUALITY CONTROL A. Field inspection will be performed under provisions of Section SCHEDULES A. As per drawings. END OF SECTION

9 SECTION CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.1 SECTION INCLUDES A. Cast-in-place concrete building frame members, floors, shear walls, and foundation walls and supported slabs. B. Floors and slabs on grade. C. Control, expansion and contraction joint devices associated with concrete work, including joint sealants. D. Equipment pads, light pole base, and miscellaneous concrete. 1.2 SUBMITTALS A. Submit under provisions of Section B. Product Data: Provide data on joint devices, attachment accessories, and admixtures. C. Samples: Submit two, inch long samples of expansion/contraction joint and control joint. D. Manufacturer's Installation Instructions: Indicate installation procedures and interface required with adjacent Work. E. Submit drawings and technical literature in accordance with Section F. Submit ready mix concrete supplier's mix design for each type of mix for Owner's approval. Submit this data twenty-one days before concrete placement is scheduled to begin. G. Submit copies of manufacturer's technical literature on admixtures used in the mix design. Submit this data along with the mix design submission. H. Submit copies of manufacturer's technical literature on each waterstop and joint sealant material for Owner's approval. I. Submit shop drawings of reinforcing steel for approval by the Owner prior to fabrication. J. Submit proposed method to meet temperature requirements of this Section and method of curing concrete for Owner's approval. 1.3 PROJECT RECORD DOCUMENTS A. Submit under provisions of Section B. Accurately record actual locations of embedded utilities and components, which are concealed from view. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with ACI

10 B. Maintain one copy of each document on site. C. Acquire cement and aggregate from same source for all work. D. Conform to ACI 305R when concreting during hot weather. E. Conform to ACI 306R when concreting during cold weather. F. Testing 1. The Contractor shall engage a testing laboratory. 2. Testing - Perform the following tests during progress of the work: a. Compression test cylinders: ASTM C31-87A and C Cast 4 cylinders for each 100 Cyd., but at least 4 for each day for each class of concrete. Test one cylinder at 7 days and two at 28 days. The spare cylinder will only be tested when the 28-day cylinders indicate low strength. 1). Cure the four test cylinders per ASTM C31-87A. 2). Strength level will be considered satisfactory if the following requirements are met: a) The average for each of all sets of three consecutive tests equal or exceed the required 28-day compression strength. b) No individual strength test (average of two cylinders) falls below the required 28-day compressive strength by more than 500 psi. b. Slump test: ASTM C Perform 1 slump test each time cylinders are made or for each 10 Cyd. of concrete. Perform additional tests as required by the Owner. c. Air entrainment: ASTM C or C Perform one test each time cylinders are made or for each 50 Cyd of concrete. d. Temperature: Record ambient temperature and temperature of concrete at time of placing. Perform one test for each 50 Cyd. e. If the measured slump or air content falls outside the specified limits, make an additional test immediately. f. Unit weight, yield, and air content (Gravimetric) of concrete: ASTM C138. Perform tests as required by the Owner/Engineer. 3. Take samples at the discharge end when using concrete pump. 4. Handle cylinders carefully after casting. (Follow ASTM C 31) 5. Test Reports a. Have the testing laboratory submit test reports direct to the Contractor, the concrete supplier, Engineer and the Owner

11 G. Inspection 1.5 COORDINATION b. The testing laboratory should issue timely reports with the following information: The project number, building number or structure name, and the portion of the structure represented; the client; the concrete supplier; date sampled; sampled by; truck number and/or ticket number; time batched and time sampled; air temperature and concrete temperature at time of sampling; slump and air content; 28-day compression strength requirement; concrete mix designation; date tested, concrete age; and compression strength results, and any remarks that may effect concrete quality. c. Have the testing laboratory notify the Owner immediately by telephone when a low strength break occurs. 1. Obtain approval from the Owner for subgrade, formwork, and reinforcing prior to starting each pour. 2. Notify the Owner in sufficient time prior to pouring to allow the Owner to be present at the beginning of each concrete pour. A. Coordinate work under provisions of Section B. Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. PART 2 PRODUCTS 2.1 CONCRETE MATERIALS Portland Cement: ASTM C Air-entraining Agent: ASTM C Water-reducing Agent: ASTM C494-86, Type A Aggregates: ASTM C33-86 Reinforcing Steel: ASTM A615-87, Grade 60 Welded wire fabric: ASTM A185 Water: Clean and Free of Harmful Substances Preformed Joint Filler ASTM C509-84, Grade 1 Polyurethane, ASTM C920-79, Type S, Joint Sealer, Vertical: Grade NS, Class 25, Use NT Polyurethane, ASTM C920-79, Type S, Joint Sealer, Horizontal: Grade P, Class 25, Use NT Membrane Curing Compound: ASTM C Sheet Curing Compound: ASTM C (1986) (BURLENE) Unlined Forms for Exposed Concrete: 5/8" Min. Form Grade Plywood Form Coating: Non-staining Waterstops: Polyvinylchloride CRD-C572 (PVC) Vapor Barrier: 6 Mil. Polyethylene film ASTM D2103 Bond Breaker: Fifteen pound asphalt or coal tar roofing felt ASTM D226 or D

12 2.2 CONCRETE MIX & PROPORTIONING A. Use ready mixed concrete in accordance with ASTM C94-86b and the following: Type of Concrete: A B C Type of Portland Cement I I I Maximum W/C Ratio Day Compression Strength (PSI) Maximum Slump (IN): Air Content (%) +- 1%: Maximum Aggregate Size (IN): Water Reducing Agent: No Yes No In lieu of the Type I Cement specified, the cement to be used on wastewater applications shall have tricalcium aluminate (C3A) content of not greater then 8%. It may also be Portland blast furnace slag cement (ASTM C 595), Types IS(MS) or IS-A(MS) as well as Portland pozzolan cement (ASTM C 595), Types IP or IPA, provided the pozzolan content does not exceed 25 percent by weight of the cementitious materials. B. Type of Concrete (Where Applicable) - Unless otherwise noted on the drawings. 1. Use Type A for: a. Foundation Walls b. Column Piers c. Exterior concrete 2. Use Type B for: a. Interior Slabs & Footings b. Miscellaneous interior concrete 3. Use Type C for: a. Masonry Fill PART 3 EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section B. Verify requirements for concrete cover over reinforcement. C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete. D. Pre-Pour Conference 1. Arrange a meeting with the Contractor's superintendent, ready mix suppliers, Owner's testing agency and Owner's representative to review testing and sampling procedures for this job. At that meeting, be prepared to discuss temperature control and back-up delivery availability, etc. Schedule this meeting at least two weeks prior to first pour

13 E. Pre-Pour Inspection 3.2 PREPARATION 1. Notify the Owner three days prior to beginning schedule pour. The Owner, accompanied by the contractor's superintendent and the Owner's inspectors will inspect the following: a. Subgrade preparation b. Reinforcement placement c. Water stop placement and securement d. Reinforcement supports, chairs, etc. e. Joint layout 2. Correct deficiencies in the Work prior to placing concrete. A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. B. In locations where new concrete is doweled to existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout. 3.3 PLACING CONCRETE A. Place concrete in accordance with ACI 304, ACI 301, and ACI 318. B. Notify Engineer in writing, minimum 36 hours prior to commencement of operations. C. Ensure reinforcement, inserts, embedded parts, formed expansion and contraction joints, are not disturbed during concrete placement. D. Install vapor barrier under interior slabs on grade. Lap joints minimum 6 and seal watertight by sealant applied between overlapping edges and ends. E. Repair vapor barrier damaged during placement of concrete reinforcing. Repair with vapor barrier material; lap over damaged areas minimum 6 and seal watertight. F. Separate slabs on grade from vertical surfaces with ½- inch thick joint filler. G. Place joint filler in floor slab pattern placement sequence. Set top to required elevations. Secure to resist movement by wet concrete. H. Extend joint filler from bottom of slab to within 1/4 inch of finished slab surface. I. Install joint devices in accordance with manufacturer's instructions. J. Install construction joint devices in coordination with floor slab pattern placement sequence. Set top to required elevations. Secure to resist movement by wet concrete. K. Install joint device anchors. Maintain correct position to allow joint cover to be flush with floor and wall finish

14 L. Install joint covers in one piece, longest practical length, when adjacent construction activity is complete. M. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. N. Place concrete continuously between predetermined expansion, control, and construction joints. O. Do not interrupt successive placement; do not permit cold joints to occur. P. Place floor slabs in pattern indicated. Q. Saw cut joints within 24 hours after placing. Use 3/16- inch thick blade, cut into 1/4 depth of slab thickness. R. Screed floors and slabs on grade level, maintaining surface flatness of maximum 1/8 inch in 10 ft. 3.4 SEPARATE FLOOR TOPPINGS A. Prior to placing floor topping, roughen substrate concrete surface and remove deleterious material. Broom and vacuum clean. B. Place required dividers, edge strips, reinforcing and other items to be cast in. C. Apply bonding agent to substrate in accordance with manufacturer's instructions. D. Place concrete floor toppings to required lines and levels. Place topping in checkerboard panels, dimension not to exceed 20 ft, or as shown on the drawings. E. Screed toppings level, maintaining surface flatness of maximum 1/8 inch in 10 ft. 3.5 CONCRETE FINISHING A. Finishing Formed Surfaces 1. Honeycombed areas: Inspect honeycombed areas with the Owner. Patch minor areas and replace areas as directed by the Owner. 2. Exposed Unpainted Surfaces: Remove fins and projections, fill holes, and clean with a slurry consisting of one part cement and one and a half parts sand where needed to produce a uniform color. A mortar binder may be used in place of the slurry mix. Sikatop 121 or equal. 3. All exposed concrete surfaces shall be rubbed. B. Finishing Slabs 1. Tolerance: Finished slabs shall have a maximum deviation in surface elevation of 1/4 inch to ten feet. 2. Initial finishing: Immediately after screeding, bull float slabs before any excess moisture or bleeding water is present on the surface. After initial set, tool joints and edges. When the water sheen disappears and the concrete will adequately support the operation, float the surface by hand or machine with float shoes. Do no finishing while free water is present on surface. Retool joints and edges as required

15 3. Final finishing: After the above work, finish slabs in accordance with the following finish schedule and descriptions: LOCATION Interior Slabs, Exterior Pads Tank Floors TYPE FINISH Hard Trowel Light Broom/Float 3.6 CURING AND PROTECTION 3.7 JOINTS a. Hard Trowel Finish: Follow the first steel troweling with a second steel troweling to produce a dense, smooth surface after the surface has become hard enough to give a ringing sound from the trowel. Retool joints and edges as required. b. Light Broom Finish: After bull floating, draw a broom over the surface to produce a light coarse texture. A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete, per Section 3370 Concrete Curing. A. Construction Joints: Locate and install construction joints as indicated or, if not indicated, locate so as not to impair strength and appearance of the structure, per approval of the engineer. 1. Provide keyways at least 1 1/2" deep in construction joints in walls, slabs, and between walls and footings; accepted bulkheads designed for this purpose may be used for slabs. 2. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints, except as otherwise indicated. 3. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. B. Waterstops: Provide waterstops in construction joints as required. C. Isolation Joints in Slabs-on-Ground: Construct isolation joints in slabs-on-ground at points of contact between slabs-on-ground and vertical surfaces. 1. Joint Material as specified in Section D. Control Joints in Slabs-on-Ground: Construct 1/8" x 1/4 slab depth contraction joints in slabson-grade to form panels of patterns as shown or in 10' x 10' pattern, each way unless otherwise shown. Provide jointing plan to engineer prior to pour for review and approval. 1. Form contraction joints by inserting pre-molded plastic, hardboard or fiberboard strip into fresh concrete until top surface of strip is flush with slab surface. Tool slab edges round on each side of insert. After concrete has cured, remove inserts and clean groove of loose debris

16 2. Contraction joints in unexposed floor slabs shall be formed by saw cuts as soon as possible after slab finishing as may be safely done without dislodging aggregate. 3.8 FIELD QUALITY CONTROL A. Clean joints thoroughly with compressed air, wire brushing, or sandblasting. Install materials in accordance with manufacturer's instructions. 3.9 PATCHING A. Allow Engineer to inspect concrete surfaces immediately upon removal of forms. B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery. C. Patch imperfections, as directed, in accordance with ACI DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. B. Repair or replacement of defective concrete, will be determined by the Engineer. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Engineer for each individual area SCHEDULES A. Concrete types and finishes as shown on the drawings or herein specified. END OF SECTION

17 SECTION CONCRETE FLOOR FINISHING PART 1 GENERAL 1.1 SECTION INCLUDES A. Finishing slabs on grade. B. Surface treatment with sealer. 1.2 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products under provisions of Section B. Deliver materials in manufacturer's packaging including application instructions. PART 2 PRODUCTS 2.1 MANUFACTURERS CONCRETE SEALER A. Sonneborn/Contech Product Sonothane B. The Euchlid Chemical Company Product Eucothane O C. L & M Construction Chemicals, Inc. Product Duragloss D. Substitutions: Under provisions of Section PART 3 EXECUTION 3.1 EXAMINATION A. Verify site conditions under provisions of Section B. Verify that floor surfaces are acceptable to receive the Work of this Section. 3.2 FLOOR FINISHING A. Finish concrete floor surfaces in accordance with ACI 301. B. Steel trowel surfaces scheduled to be exposed (chemical building floor). 3.3 FLOOR SURFACE TREATMENT A. Apply sealer /hardener in accordance with manufacturer's instructions on all floor surfaces (2 coats). 3.4 TOLERANCES A. Maximum Variation of Surface Flatness For Exposed Concrete Floors: 1/8 inch in 10 ft. END OF SECTION

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19 SECTION CONCRETE CURING PART 1 GENERAL 1.1 SECTION INCLUDES A. Initial and final curing of horizontal and vertical concrete surfaces. 1.2 SUBMITTALS A. Submit under provisions of Section B. Product Data: Provide data on curing compounds, product characteristics, compatibility and limitations. 1.3 QUALITY ASSURANCE A. Perform Work in accordance with ACI 301. B. Maintain one copy of document on site. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver, store, protect and handle products under provisions of Section B. Deliver curing materials in manufacturer's packaging including application instructions. PART 2 PRODUCTS 2.1 MATERIALS A. Membrane Curing Compound 1: ASTM C309 Type 1-D, clear with fugitive dye. B. Absorptive Mats Type B: ASTM C171, burlap-polyethylene, minimum 8oz/sq yd bonded to prevent separation during handling and placing. C. Water: Potable and not detrimental to concrete. PART 3 EXECUTION 3.1 EXAMINATION A. Verify substrate conditions under provisions of Section B. Verify that substrate surfaces are ready to be cured. 3.2 EXECUTION - HORIZONTAL SURFACES A. Cure floor surfaces in accordance with ACI 308. B. Absorptive Mat: Saturate burlap-polyethylene mat and place burlap-side down over floor slab areas, lapping ends and sides; maintain in place for 7 days

20 3.3 EXECUTION - VERTICAL SURFACES A. Cure surfaces in accordance with ACI 308. B. Membrane Curing Compound: Apply curing compound in accordance with manufacturer's instructions in 2 coats with second coat at right angles to first. 3.4 PROTECTION OF FINISHED WORK A. Protect finished Work under provisions of Section B. Do not permit traffic over unprotected floor surface. 3.5 SCHEDULES A. As per the Drawings or direction on Engineer. END OF SECTION

21 SECTION GROUT PART 1 GENERAL 1.1 WORK INCLUDED A. Contractor shall furnish all labor, materials, equipment, and incidentals required to provide and install grout as shown and specified. B. The types of grout include the following: 1.2 RELATED SECTIONS 1. High Strength Epoxy type 2. Non-shrink, non-metallic type 3. Ordinary cement-sand A. Section 03300, Cast-in-Place Concrete 1.3 QUALITY ASSURANCE A. Reference Standards: Comply with applicable provisions and recommendations of the following, except as otherwise shown or specified: 1.4 SUBMITTALS 1. ASTM C 144, Aggregate for Masonry Mortar 2. ASTM C 150, Portland Cement 3. ASTM C 109, Comprehensive Strength of Hydraulic Cement Mortars (using 2-in. or 50 mm. Cube Specimens) 4. ASTM C 191 Time of Setting of Hydraulic Cement by Vicat Needle. 5. Test Method C Standard Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Polymer Concretes 6. ASTM C579-96, Standard Test Method for Compressive Strength of Chemical- Resistant Mortars, Grouts, Monolithic Surfacings and Polymer Concretes 7. CRD-C-588, Specifications for Non-Shrink Grout 8. CRD-C , Specifications for Non-Shrink Grout A. Shop Drawings 1. Submit copies of manufacturer s specifications and installation instructions for all proprietary materials. B. Reports and Certificates 1. For proprietary materials, submit copies of reports on quality control tests. 2. For nonproprietary materials, submit certification that materials meet specification requirements

22 3. Submit test data from an independent laboratory indicating that the grout when placed at a fluid consistency shall achieve 95% bearing under 4' x 4' base plate. 1.5 PRODUCT DELIVERY, STORAGE AND HANDLING A. Delivery of Materials: Grout materials from manufacturers shall be delivered in unopened containers and shall bear intact manufacturer s labels. B. Storage of Materials: Grout materials shall be stored in a dry shelter and shall be protected from moisture. PART 2 PRODUCTS 2.1 HIGH STRENGTH EPOXY GROUT A. Use clean well graded silica aggregate with epoxy resins suitable for use on dry surfaces. B. Product and Manufacturer: Provide one of the following: 1. Escoweld 7505E/7530 Machinery Epoxy Grout System by ITW Escoweld. 2. Or approved equal. C. High strength epoxy grout shall be used for grouting all equipment base plates. 2.2 NON-SHRINK, NON-METALLIC GROUT A. Pre-mixed non-staining cementious grout requiring only the addition of water at the jobsite. B. Product and Manufacturer: Provide one of the following: 1. Euco N-S by The Euclid Chemical Company 2. Masterflow 713 by Master Builders Company 3. Five Star by U.S. Grout Corporation 4. Or approved equal. 2.3 ORDINARY CEMENT-SAND GROUT A. Except where otherwise specified, use 1 part cement to 3 parts sand complying with the following: 1. Cement: ASTM C 150, Type I 2. Sand: ASTM C 33 B. Where water repelling and shrinkage reducing requirements are shown or specified, use admixtures. 1. Product and Manufacturer: Provide one of the following: a. Integral Waterpeller by The Euclid Chemical Company b. Omicron, Type OM by Master Builders Company c. Hydrocide Powder by Sonneborn-Contech d. Or approved equal

23 2.4 WATER A. Use clean, fresh, potable water free from injurious amounts of oils, acids, alkalis or organic matter. PART 3 EXECUTION 3.1 GENERAL A. Place grout as shown and in accordance with manufacturer s instructions. B. If manufacturer s instructions conflict with the Specifications do not proceed until Engineer provides clarification. C. Dry packing will not be permitted. D. Manufacturers of proprietary products shall make available upon 72 hours notification the services of a qualified, full time employee to aid in assuring proper use of the product under job conditions. E. Placing grout shall conform to temperature and weather limitations in Section EQUIPMENT BASEPLATES A. Concrete base pad 1. Anchor bolts shall be set in plastic sleeves to prevent bonding of grout and to allow for slight error in the base plate hole layout. 2. Anchor bolts shall be accurately set according to foundation drawings and firmly secured to prevent shifting during concrete placement. 3. Anchor bolt threads shall be protected with heavy grease or wax and wrapping with plastic sheeting firmly held with wire. 4. Base shall be formed with 2 to 4 inch chamfers on top edges. 5. Chip concrete base approximately ¾ of an inch to remove all laitance and weak or defective concrete. 6. Coat chipped surfaced with catalyzed epoxy resin. B. Base plate Installation 1. Install equipment base plates only after concrete has cured for a minimum of 7 days. 2. Remove drivers and driven equipment from base plates 3. Verify trueness of base plate 4. Remove any coatings from base plate that are not compatible with the epoxy grout. 5. Position base plate to the proper alignment and elevation with jack bolts. If shims or wedges are used for leveling they shall be blocked out to allow for their removal after the grout has cured. 6. Install lubricated bolts into any threaded hole in the base plate to prevent grout from entering

24 C. Epoxy Grout Forms 1. Shall be coated with wax prior to installation 2. Shall be watertight to prevent leakage of the epoxy grout. 3. Anchor sleeves shall be filled with a non-bonding pliable material to prevent grout from entering. 4. Anchor bolt threads shall be greased or waxed to prevent epoxy grout from bonding. 5. Install six (6) inch high stand pipes to maintain head pressure and allow purging of air during grout installation. D. Epoxy Grout Placement 1. Epoxy grout shall be mixed and placed according to the manufacturers instructions. 2. Grout shall be prepared and ready for installation to permit a continuous operation to completion. 3. Maintain standpipes once base plate is full to continue purging of air. 4. Wipe purged grout from the air vent holes continuously until the grout stops flowing from the holes. E. Equipment Installation 1. Remove forms after grout is adequately cured. 2. Check base plate for voids and repair void areas as required. 3. Remove any shims used for leveling and fill voids left by their removal. 4. Remove any jack bolts used for leveling. 5. Install drive and driven equipment once grout has adequately cured. 6. Torque anchor bolts to manufacturers specifications. 3.3 STRUCTURAL BEARING PLATES A. After shimming columns metal fabrications to proper grade, properly form around the base plates allowing sufficient room around the edges for placing the grout. B. Adequate depth between the bottom of the base plate and the top of concrete base must be provided to assure that the void is completely filled with the non-metallic grout. C. Securely tighten anchor bolts once grout has achieved satisfactory strength. D. Only shims shall be used to level base plates. Anchor bolts shall not be used for this purpose. 3.4 HANDRAILS AND RAILINGS A. After posts have been properly inserted into the holes or sleeves, fill the annular space between posts and sleeve with the non-shrink, non-metallic grout. B. Bevel grout at juncture with post so that moisture flows away from post. END OF SECTION