SECTION INSULATING CONCRETE SLAB EDGE FORMING

Transcription

1 PRT 1 GENERL 1.01 SECTION INCLUDES SECTION INSULTING CONCRETE SLB EDGE FORMING. Permanent, insulated, concrete slab edge forms RELTED SECTIONS. Section Cast-in-Place Concrete REFERENCES. SHRE Energy Standard for Buildings 1.04 SYSTEM DESCRIPTION. Insulated Concrete Slab Edge Forms: 1. Forms perimeter of required slab. 2. Permanent forms remain in place after concrete hardens. 3. Serves as integral finished and insulated slab edge. 4. Serves as guide for straight and properly spaced placement of sill plate anchor bolts. 5. Provides required thermal continuation of building envelope on outside face of exposed slab edge from top of slab to top of concrete foundation. 6. Meets design criteria for slab edge insulation required by SHRE 90.1 building energy conservation standards SUBMITTLS. Comply with Section Submittal Procedures. B. Product Data: Submit manufacturer's product data, including installation instructions. C. Manufacturer's Certification: Submit manufacturer's certification that materials comply with specified requirements and are suitable for intended application. D. Warranty: Submit manufacturer's standard warranty DELIVERY, STORGE, ND HNDLING. Delivery: 1. Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer. 2. Deliver rail members to site in nested pairs to prevent damage to insulation. B. Storage: 1. Store materials in accordance with manufacturer's instructions. 2. Keep materials clean, dry, and protected from weather. 3. Do not expose rail members to weather for more than 10 days. C. Handling: Protect materials during handling and installation to prevent damage. PRT 2 PRODUCTS 2.01 MNUFCTURER. EnergyEdge, LLC, 7701 East Kellogg, Suite 722, Wichita, Kansas Phone (316) Fax (316) Website < info <mailto:bbb@aaaa.com>. B. Substitutions: See Section Product Requirements INSULTING CONCRETE SLB EDGE FORMING. Edge Forms: "EnergyEdge" permanent, insulated, concrete slab edge forms. 1. Rail Members: "EE Rail". [Specify EE8fb or EE8mb] a. Material: Virgin, extruded, E-shaped, fence-grade, PVC with UV inhibitors. udrain mbulance District mbulance Headquarters Station PW /1 INSULTING CONCRETE SLB EDGE FORMING

2 b. Color: Concrete grey. c. Protects and holds insulation in place. 2. Brace Members: "EE Brace". [Specify EE8sb] a. Material: Reclaimed, extruded, PVC. b. Color: Black. c. Supports rail members during concrete placement. d. cts as supporting chair for edge slab steel reinforcing. 3. Connection Members: "EE Connectors". [Specify EE890 for 90 corners, works for both inside and outside] a. Material: Virgin, extruded, E-shaped, fence-grade, PVC with UV inhibitors. b. Color: Concrete grey. c. Transitions corners required by slab design. 4. Insulation: R-Control "Perform Guard". a. Material: Recycled, 2.0-pound, expanded polystyrene (EPS). b. Thickness: 2-5/16 inches. c. Nominal R-Value: 10, measured at 75 degrees Fat exposed edge of slab. d. Conformance: STM C 578, Type IX. e. Does not contain CFSs, HCFCs, HFCs, or formaldehyde. f. Insect resistant. PRT 3 EXECUTION 3.01 EXMINTION Examine areas to receive insulated concrete slab edge forms. B. Notify rchitect of conditions that would adversely affect installation. C. Do not begin preparation or installation until unacceptable conditions are corrected PREPRTION Ensure concrete foundations for installation of insulated concrete slab edge forms are level to allow for full depth of rail member profile. B. Grind high spots of concrete foundations to allow for properly leveled edge forms INSTLLTION Install insulated concrete slab edge forms in accordance with manufacturer's instructions. B. Layout slab edge to allow for proper horizontal relationship of finished surface rail member and wall construction. C. Install insulated concrete slab edge forms plumb, level, square, true to line, and to proper top-of-slab elevation. D. Rail Members: Field cut rail members in accordance with manufacturer's instructions. E. Brace Members: 1. Install brace members in accordance with manufacturer's instructions at joints and within recommended distance of joints. 2. Fasten brace members to concrete foundation with mechanical fasteners in accordance with manufacturer's instructions. F. Shims: 1. Shims on Interior Side of Rail Members: a. PVC or metal. b. Do not use wood. 2. Shims on Exterior Side of Rail Members: Wood, where shim material can be removed after concrete placement. G. void direct discharge of concrete against rail members during concrete placement. udrain mbulance District mbulance Headquarters Station PW /2 INSULTING CONCRETE SLB EDGE FORMING

3 H. Ensure concrete thoroughly surrounds brace members and fills cavities of rail members to full depth of insulation. I. Do not over vibrate concrete against rail members. J. Screed concrete level to top of rail members CLENING. Clean surfaces of exposed rail members after concrete placement PROTECTION. Protect installed insulated concrete slab edge forms from damage during construction. END OF SECTION udrain mbulance District mbulance Headquarters Station PW /3 INSULTING CONCRETE SLB EDGE FORMING

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5 SECTION CST -IN-PLCE CONCRETE PRT 1 GENERL 1.01 SECTION INCLUDES. Provision and installation of formwork, reinforcing steel, and cast-in-place concrete detailed and described on the drawings and hereinafter specified. B. Provision and installation of all related items described on the drawings or hereinafter specified QULITY SSURNCE. Standards and Codes: Comply with the provisions of the following Codes, Specifications, and Standards except as otherwise indicated. 1. CI Recommended Practice for Selecting Proportions for Normal Weight Concrete 2. CI Specification for Structural Concrete for Buildings 3. CI Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete 4. CI Recommended Practice for Hot Weather Concreting 5. CI Recommended Practice for Cold Weather Concreting 6. CI 318- Building Code Requirements for Reinforced Concrete 7. CI 347- Recommended Practice for Concrete Formwork 8. CRSI - Manual of Standard Practice 9. CRSI - Recommended Practice for Placing Reinforcing Bars 10. CRSI - Recommended Practice for Placing Bar Supports, Specifications, and Nomenclature 11. CRSI - Recommended Practice for Reinforcing Bar Splices 12. STM 82 - Standard Specifications for Cold-Drawn Steel Wire for Concrete Reinforcement 13. STM 185 -Welded Steel Wire Fabric for Concrete Reinforcement 14. STM 615- Deformed and Plain Billet Steel Bars for Concrete Reinforcement 15. WS D12.1- Welding Reinforcing Steel, Metal Inserts, and Connections in Reinforced Concrete Construction 16. STM C33 - Concrete ggregates 17. STM C94- Ready-Mixed Concrete 18. STM C150- Portland Cement 19. STM C171 -Sheet Materials for Curing Concrete 20. STM C231 -Test Method for ir Content of Freshly Mixed Concrete by the Pressure Method 21. STM C260- ir Entraining dmixtures for Concrete 22. STM C309 - Liquid Membrane - Forming Compounds for Curing Concrete 23. STM C494 - Chemical dmixtures for Concrete 24. SHTO M Specification for Burlap Cloth made for Jute or Kenaf B. Workmanship: The Contractor is responsible for correction of concrete work which does not conform to the specified requirements, including strength, tolerances, and finishes. C. Tests for Concrete Materials udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

6 1. lthough the contractor is responsible for inspections and special inspections, the Owner's Representative may perform concrete material evaluation testing at any time during the process of the work. 2. The Contractor shall allow the Owner's Representative free access to material stockpiles and facilities at all times. D. Concrete Quality Control Testing During Construction 1. The Contractor shall retain an independent certified testing laboratory to perform quality control tests. 2. Concrete will generally be sampled and tested for quality control during the placement of concrete as follows: a. Sampling Fresh Concrete: Secure composite samples in accordance with STM C172. b. Slump: One test on concrete taken at point of discharge, per STM C143, for each set of compressive strength test specimens. c. ir Content: One for each set of compressive strength test specimens per STM C231, pressure method. d. Compressive Test Specimen: STM C31, one set of three standard cylinders for each compressive strength test, unless otherwise directed. e. Compressive Strength Tests: STM C39, one set for each 100 cubic yards or fraction thereof, of each concrete class placed in any one day or for each 5,000 sq. ft. of surface area placed. One specimen tested at seven days and two specimens tested at 28 days. 3. When the strength of field-cured cylinders is less than 85% of companion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in-place concrete. 4. The Contractor shall notify the testing agency 48 hours in advance of each placement of concrete in order that concrete tests may be scheduled. 5. dditional Tests: dditional tests of in-place concrete may be required when test results indicate the specified concrete strengths and other characteristics have not been attained in the structure. Tests to determine the adequacy of the concrete shall be by cored cylinders complying with STM C42 or by other methods as directed. Contractor shall pay for such tests conducted, and any other additional testing as may be required, when unacceptable concrete is verified SUBMITTLS. Manufacturer's Data: For information only, submit manufacturers data and instructions for proprietary materials and items, including reinforcement and accessories, admixtures, patching compounds, joints systems, and others. PRT 2 - PRODUCTS 2.01 FORM MTERILS. Forms may be of wood, plywood, concrete-form-grade hardboard, metal, or other acceptable material, which will produce smooth, true surfaces. 1. Provide lumber dressed on at least two edges and one side of tight fit. 2. Metal forms shall have smooth surfaces free from any pattern, irregularities, dents, and sags. B. Provide commercial form-coating compounds that will not bond with, stain, or adversely affect concrete surfaces. Compound may not impair subsequent treatments of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with water or curing compound. udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

7 C. Form Ties 1. Factory-fabricated, adjustable-length, removable or snap-off metal form ties, designed to prevent form deflection, and to prevent spalling concrete surfaces upon removal. 2. For concrete that will be exposed, provide ties so portion remaining within concrete after removal is at least 1-%" inside concrete. 3. Unless otherwise shown, provide form ties that will not leave holes larger than one inch in diameter in concrete surfaces REINFORCING MTERILS. Reinforcing bars 1. STM 615: 60 ksi yield grade, plain finish. 2. STM 36 - For tie rods, turn buckles, plates, and nuts. B. Steel Wire: STM 82, plain, cold-drawn steel. C. Welded Wire Fabric (WWF): STM 185, in flat sheets, plain finish; 6" maximum wire spacing. Use WWF 6x6-W2.9xW2.9 unless otherwise noted. D. Supports for Reinforcement: Provide wire bar-type supports for reinforcement including bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. ll devices shall be plastic-coated or hot-dipped galvanized steel, sized and shaped as required CONCRETE MTERILS. Portland Cement: STM C150, Type 1. B. ggregate: Fine and coarse aggregate for concrete shall comply with STM-33 (concrete aggregate). 1. Maximum aggregate size: Not larger than one-fifth of the narrowest dimension between sides of forms, one-third of the depth of slabs, nor three-fourths of the minimum clear spacing between individual reinforcing bars or bundles of bars. C. Water: Clean, potable, and free from injurious amount of oil, acid, alkali, organic matter or other deleterious substances. D. dmixtures 1. ir-entraining: STM C Water-reducing: STM C494, Type. 3. Water-reducing agents shall be applied at the dosage rates recommended by the manufacturer. bsolutely no chlorides will be permitted RELTED MTERILS. Curing compound shall meet the moisture retention requirements of STM C309. The compound shall be Kure-N-Seal, produced by Sonneborn Building Products Division, or Masterseal, produced by Master Builders, or approved equal. B. Concrete repair compound: Sonopatch, produced by Sonneborn Building Products Division, or Embeco 411 Mortar, produced by Master Builders, or approved equal. C. Preformed joint filler shall be Sonoflex F, produced by Sonneborn, or approved equal. D. Joint sealant compound for slab control joints shall be Brutem 93, produced by Master Builders, or approved equal. E. Joint sealant compound for interior expansion joints shall be Brutem 92, produced by Master Builders, or approved equal. udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

8 F. Non-shrink grout shall be Embeco 636, produced by Master Builders, or approved equal. G. WTER VPOR RETRDER: 6 Mil Thickness, STM E1745, Class, water transmission rate, STM g5 of.006 or lower. Overlap seams 6" and tape with compatible 4" seaming tape. Seal all penetrations with compatible mastic or with tape as instructed by manufacturer. H. Sealer I Hardner: Surface hardner shall be natural aggregate type and be Master Cron, produced by Master Builders, or approved equal. I. Fly sh: If Contractor elects, Class C fly ash may be substituted pound for pound of cement, not to exceed 15% PROPORTIONING ND DESIGN OF MIXES Proportion mixes by the Laboratory Trial Batch Method. Use materials to be employed on the project for each class of concrete required. Comply with CI Required 28-day compressive strength of concrete is: a. Elevated slabs and slabs on grade = 4000psi b. Footings and grade beams = 3000psi c. Hollowcore Topping = 5000psi 2. Slump: 2" to 4". Laboratory Trial Batches: 1. The Contractor shall retain an independent testing facility or concrete plant, acceptable to the Owner's Representative, to select concrete mix proportions. 2. Test specimens shall be prepared in accordance with STM c1g2. 3. Conduct strength tests in accordance with STM C3g, specified in CI 301. B. Submit written test reports, to the Owner's Representative, for each proposed mix for each class of concrete at least 15 days prior to start of work. Do not begin concrete production until mixes have been accepted by the Owner's Representative. C. djustment to Concrete Mixes: Mix design adjustments may be proposed by the Contractor when characteristics of materials, job conditions, weather, test results or other circumstances, warrant. Test data for revised mix designs and strength results must be accepted by the Owner's Representative before using in the work. D. Use air-entraining admixture in exterior exposed concrete or structures and slabs exposed to freezing and thawing. dd air-entraining admixture at the manufacturers prescribed rate to result in concrete at the point of placement having air content within the following limits: 1. 1" ggregate Concrete Mix: 4% to 5% 2. %"ggregate Concrete Mix: 3. %" ggregate Concrete Mix: 6% to 7% 7% to 8% E. Water-reducing agents may be used as determined by the mix design organization subject to the approval of the Owner's Representative CONCRETE MIXING Ready-Mix Concrete: Comply with the requirements of STM cg4, and as herein specified. ddition of water to the batch will not be permitted. B. During hot weather or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in STM cg4 may be required. C. When the air temperature is between 85 F and goof, reduce the mixing and delivery time from go minutes to 75 minutes. When the air temperature is above goof, reduce the mixing and delivery time to 60 minutes. udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

9 PRT 3 - EXECUTION 3.01 FORMS Design, erect, brace, and maintain formwork to support vertical and lateral loads that might be applied. Maintain until such loads can be supported by the concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. B. Design formwork to be readily removable without impact, shock, or damage, to cast-in-place concrete surfaces and adjacent materials. C. Chamfer exposed comers and edges using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. D. ccurately place and secure in position, prior to placing concrete, all anchors, bolts, inserts, and other items to be embedded in concrete; including items furnished under other sections of the Specification and for other contractors on the project. E. Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases from those trades involved. F. Do not use earth cuts as a form for vertical surfaces, without the written approval of the Owner's Representative. G. Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris just before concrete is placed. Retighten forms after concrete placement if required to eliminate mortar leaks PREPRTION OF FORM SURFCES Coat the contact surfaces of forms with a form-coating compound before reinforcement is placed. B. Thin form coating compounds only within thinning agent of type, and in amount, and under conditions of the form-coating compound manufacturers directions. Do not allow excess formcoating material to accumulate in the forms or to come into contact with concrete surfaces against which fresh concrete will be placed. pply in compliance with manufacturer's instructions. C. Coat steel forms with non-staining, rust preventative form oil or otherwise protect against rusting. Rust-stained steel formwork is not acceptable REMOVL OF FORMS ND TEMPORRY BRCING Formwork not supporting concrete, such as sides of wall, beams, and similar parts of the work, may be removed after curing at not less than 50 F for 24 hours after placing, provided that: 1. Concrete is sufficiently hard not to be damaged by form removal operations. 2. Curing and protection operations are maintained. B. Formwork supporting weight of concrete, such as beams and slabs, shall not be removed until: 1. The concrete has attained 75% of the minimum 28-day strength, or days has passed since pouring the concrete REUSE OF FORMS Clean and repair surfaces of forms to be reused in the work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable. pply new form coating compound material to concrete contact form surfaces as specified for new formwork. B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. lign and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces. udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

10 3.05 REINFORCING Fabricate and place to shapes and dimensions indicated or required to carry out intent of drawings and Specifications. B. Clean off rust, ice, or other coatings that would reduce bond. Do not use reinforcing reduced in section. C. Field bending of bars is not allowed without permission of the Owner's Representative. D. Tagging shall be with metal, linen, or rope fiber tags filled in with machine or waterproof ink. Paper tags shall not be used PLCEMENT OF REINFORCING ccurately place all reinforcing steel as shown on the drawings. Fasten rigidly so that it cannot be displaced during the construction operation. B. The minimum cover of concrete for all reinforcement shall conform to the dimensions shown on the drawings. Cover is the clear distance from the edge of the reinforcement to the concrete surface. Where not otherwise specified, the minimum coverage of the concrete over the steel shall be as follows: 1. Concrete cast against and permanently exposed to earth 3 inches 2. Formed concrete exposed to earth or weather 3. Concrete in beams and columns not exposed to ground or weather 2 inches 1-'Y:! inches 4. Concrete slabs and walls not exposed to weather 1 inch C. Splices shall be lapped as shown on the drawings. Those not shown shall have a minimum lap of 40 bar diameters. D. ll reinforcing steel, including welded wire mesh, shall be accurately located and held in position by the use of proper reinforcing steel supports, spacers, and accessories. Work shall conform to the drawings and Manual of Standard Practice for Detailing Reinforced Concrete Structures CI 315. Tie bars securely at intersections EMBEDDED ITEMS The Contractor shall provide for the installation of all items embedded in the concrete such as coil rod inserts, anchor bolts, etc., shown on the drawings or as provided for in other Divisions of this Specification DRILLED ND GROUTED DOWEL INSTLLTION Drill hole in existing concrete of size that is % inch in diameter larger than diameters of dowel bar. Incline the hole in the concrete such that the non-shrink grout will be retained in the hole. B. Fill hole with non-shrink grout. C. Immediately place dowel bar into grouted hole. D. llow grout to take initial set before disturbing dowel bar CONCRETE PLCEMENT Inspection: Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other crafts to permit the installation of their work; cooperate with other trades in setting such work, as required. Thoroughly wet wood forms immediately before placing concrete, as required where form coatings are not used. B. General: Comply with CI 304 and as herein specified. 1. Deposit concrete continuously, in layers of such thickness that no concrete will be placed on concrete that has hardened sufficiently to cause the formation of seams or planes of udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

11 weakness within the section. If a section cannot be placed continuously, provide construction joints as herein specified. 2. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. 3. Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. 4. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 5. Control rate of placement so as not to exceed structural capacity of forms. 6. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete in accordance with the recommended practices of CI 309, to suit the type of concrete and project conditions. 7. Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate the placed layer of concrete and at least six inches into the preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. t each insertion limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. 8. Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is completed. 9. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. 10. Bring slab surfaces to the correct level with a straightedge and strike off. Use bull floats or barbies to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on the plastic surface. 11. Maintain reinforcing in the proper position during concrete placement operations. C. Cold Weather Placing 1. Protect concrete from physical damage or reduced strength caused by frost, freezing actions, or low temperatures. 2. Cold weather concrete placement procedures shall be followed when the surrounding air temperature is below 40 F or if freezing temperatures are likely during the specified curing period. 3. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 4. Do not use calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in writing by the Owner's Representative. D. Hot Weather Placing 1. When hot weather conditions exist that would seriously impair the quality and strength of concrete, place concrete in compliance with CI 305 and as herein specified. 2. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 F. Mixing water may be chilled, or chopped ice may be used to control the concrete temperature, provided the water equivalent of the ice is calculated to the total amount of mixing water. 3. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that the steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

12 4. Do not use retarding admixtures unless otherwise accepted in mix designs PLCING CONCRETE BY PUMPING. Cast-in-place concrete may be placed by pumping in accordance with CI 304. B. Design Mix 1. Submit separate design mix for pumping concrete. 2. Note fine aggregate gradation and water and cement content are more critical and different from the regular concrete mix. 3. Slump may be increased one inch for individual batches at point of discharge. C. Pumping Equipment and Placement 1. Do not convey through aluminum or aluminum alloy pipes. 2. The loss of slump in pumping equipment shall not exceed two inches. 3. The mortar used for lubricating the pumping equipment shall be discarded. 4. Slump and air tests shall be taken at both points of delivery to pump equipment and at point of discharge from the line. 5. Concrete cylinders shall be taken at the point of discharge from the line JOINTS IN SLBS. Construction Joints 1. Provide construction joints as indicated on the drawings or as to least impair the strength of the structure. 2. Provide beveled keyways at construction joints. 3. Thoroughly clean the face of joint before placing adjacent slabs. Wet the surface and coat with a neat cement grout immediately before placing the second slab. B. Control Joints 1. Provide control joints as indicated on the drawings, as necessary to least impair the strength of the slab or as otherwise directed by the Owners Representative. 2. Provide X-inch wide saw-cut control joints to a depth equivalent to 'X 1 h the slab thickness. 3. Cut not less than eight hours or more than 18 hours after slab is placed. 4. Clean joint slot and fill with sealant. C. Expansion Joints 1. Provide where exterior pavements abut exterior walls. Provide where shown on the drawings. 2. Install %-inch thick expansion strip the full depth of the slab. Set top of the joint material 3/8- inch below the surface of the concrete. Install in strict accordance with the manufacturer's recommendations FINISHING ND CURING OF EXTERIOR SLBS. Slabs shall be floated, troweled, and fiber broom finished with edges tooled. B. Concrete slabs shall be sealed with a curing membrane as soon as the finishing operation is completed. pplication shall be in strict compliance with the recommendations of the manufacturer CONCRETE SURFCE REPIRS. Surface defects, including tie holes and honeycomb, unless otherwise specified by the contract documents, shall be repaired immediately after form removal. udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

13 B. ll honeycomb and other defective concrete shall be removed down to sound concrete with edges perpendicular to the surface or slightly undercut. Feathered edges will not be permitted. 1. The area to be patched and an area of at least six inches wide surrounding it shall be dampened to prevent absorption of water from the patching mortar. 2. bonding grout shall be prepared using a mix of approximately one part cement to one part fine sand passing No. 30 mesh sieve, mixed to the consistency of thick cream, and then well brushed into the surface. C. The patching mixture shall be made of the same materials and of approximately the same proportions as used for the concrete, except as follows: 1. The coarse aggregate shall be omitted 2. The mortar shall consist of not more than one part cement to 2Yz parts sand by damp loose volume. 3. White Portland cement shall be substituted for a part of the gray Portland cement on exposed concrete in order to produce a color matching the color of the surrounding concrete. Determine proportions by trial patch. 4. Quantity of mixing water shall be no more than necessary for handling and placing. 5. Patching mortar shall be mixed in advance. llow mortar to stand with frequent trowel manipulation, without addition of water, until it has reached the stiffest consistency that will permit placing. D. fter surface water has evaporated from the area to be patched, the bond coat shall be well brushed into the surface. 1. When the bond coat begins to lose the water sheen, the premixed patching mortar shall be applied. 2. The mortar shall be thoroughly consolidated into place and struck off to leave the patch slightly higher than the surrounding surface. 3. To permit initial shrinkage, it shall be left undisturbed for at least one hour before being finally finished. 4. The patched area shall be kept damp for seven days. E. fter being cleaned and thoroughly dampened, tie holes shall be filled solid with patching mortar. F. Concrete slab surfaces that contain defects that adversely affect durability, strength, or appearance, shall be repaired by a method approved by the Owner's Representative or they shall be replaced PTCHING EXISTING CONCRETE Clean surfaces to be patched of all loose particles, oils, grease, etc., and roughen surfaces as required. B. Pre-dampen surfaces before application of patching compound. C. Mix, apply, finish, and cure patching compound in strict compliance with the manufacturer's instructions. END OF SECTION udrain mbulance District mbulance Headquarters Station PW CST-IN-PLCE CONCRETE

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15 SECTION STRUCTURL SITE CONCRETE PRT 1 - GENERL 1.01 SECTION INCLUDES Provision and installation of formwork, reinforcing steel, and cast-in-place concrete detailed and described on the drawings and hereinafter specified. B. Provision and installation of all related items described on the drawings or hereinafter specified QULITY SSURNCE Standards and Codes: Comply with the provisions of the following Codes, Specifications, and Standards except as otherwise indicated. 1. CI Recommended Practice for Selecting Proportions for Normal Weight Concrete 2. CI 301 -Specification for Structural Concrete for Buildings 3. CI Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete 4. CI Recommended Practice for Hot Weather Concreting 5. CI Recommended Practice for Cold Weather Concreting 6. CI 318- Building Code Requirements for Reinforced Concrete 7. CI 347- Recommended Practice for Concrete Formwork 8. CRSI - Manual of Standard Practice 9. CRSI - Recommended Practice for Placing Reinforcing Bars 10. CRSI - Recommended Practice for Placing Bar Supports, Specifications, and Nomenclature 11. CRSI - Recommended Practice for Reinforcing Bar Splices 12. STM 82 - Standard Specifications for Cold-Drawn Steel Wire for Concrete Reinforcement 13. STM 185 -Welded Steel Wire Fabric for Concrete Reinforcement 14. STM Deformed and Plain Billet Steel Bars for Concrete Reinforcement 15. WS D12.1- Welding Reinforcing Steel, Metal Inserts, and Connections in Reinforced Concrete Construction 16. STM C33- Concrete ggregates 17. STM C94- Ready-Mixed Concrete 18. STM C150 - Portland Cement 19. STM C171 -Sheet Materials for Curing Concrete 20. STM C231 -Test Method for ir Content of Freshly Mixed Concrete by the Pressure Method 21. STM C260- ir Entraining dmixtures for Concrete 22. STM C309 - Liquid Membrane - Forming Compounds for Curing Concrete 23. STM C494 - Chemical dmixtures for Concrete udrain mbulance District mbulance Headquarters Station PW /1 Site Structural Concrete

16 24. SHTO M Specification for Burlap Cloth made for Jute or Kenaf B. Workmanship: The Contractor is responsible for correction of concrete work which does not conform to the specified requirements, including strength, tolerances, and finishes. C. Tests for Concrete Materials 1. The Owner's Representative may perform concrete material evaluation testing at any time during the process of the work. 2. The Contractor shall allow the Owner's Representative free access to material stockpiles and facilities at all times. D. Concrete Quality Control Testing During Construction 1.03 SUBMITTLS 1. The Owner or his representative may retain an independent certified testing laboratory to perform quality control tests. 2. Concrete will generally be sampled and tested for quality control during the placement of concrete as follows: a. Sampling Fresh Concrete: Secure composite samples in accordance with STM C172. b. Slump: One test on concrete taken at point of discharge, per STM C143, for each set of compressive strength test specimens. c. ir Content: One for each set of compressive strength test specimens per STM C231, pressure method. d. Compressive Test Specimen: STM C31, one set of three standard cylinders for each compressive strength test, unless otherwise directed. e. Compressive Strength Tests: STM C39, one set for each 100 cubic yards or fraction thereof, of each concrete class placed in any one day or for each 5,000 sq. ft. of surface area placed. One specimen tested at seven days and two specimens tested at 28 days. 3. When the strength of field-cured cylinders is less than 85% of companion laboratorycured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in-place concrete. 4. The Contractor shall notify the Owner's Representative 48 hours in advance of each placement of concrete in order that concrete tests may be scheduled. 5. dditional Tests: dditional tests of in-place concrete may be required when test results indicate the specified concrete strengths and other characteristics have not been attained in the structure. Tests to determine the adequacy of the concrete shall be by cored cylinders complying with STM C42 or by other methods as directed. Contractor shall pay for such tests conducted, and any other additional testing as may be required, when unacceptable concrete is verified.. Manufacturer's Data: For information only, submit manufacturers data and instructions for proprietary materials and items, including reinforcement and accessories, admixtures, patching compounds, joints systems, and others. B. Submit shop drawings for precast structures. 1. Submit shop drawings for fabrication, bending, and placement of concrete reinforcement. Comply with the CRSI Manual of Standard Practice showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangements of concrete reinforcement. Include special reinforcement required at openings through concrete. 2. ccompanying the shop drawings, submit steel producers certificates of mill analysis, tensile and bend tests for reinforcing steel. C. Certificates of Compliance: Certificates of material properties and compliance with specified requirements shall be submitted to the Owners Representative. Materials producer and the Contractor must sign certificates of compliance. udrain mbulance District mbulance Headquarters Station PW /2 Site Structural Concrete

17 PRT 2 - PRODUCTS 2.01 FORM MTERILS. Forms may be of wood, plywood, concrete-form-grade hardboard, metal, or other acceptable material, which will produce smooth, true surfaces. 1. Provide lumber dressed on at least two edges and one side of tight fit. 2. Metal forms shall have smooth surfaces free from any pattern, irregularities, dents, and sags. B. Provide commercial form-coating compounds that will not bond with, stain, or adversely affect concrete surfaces. Compound may not impair subsequent treatments of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with water or curing compound. C. Form Ties 1. Factory-fabricated, adjustable-length, removable or snap-off metal form ties, designed to prevent form deflection, and to prevent spalling concrete surfaces upon removal. 2. For concrete that will be exposed, provide ties so portion remaining within concrete after removal is at least 1-W' inside concrete. 3. Unless otherwise shown, provide form ties that will not leave holes larger than one inch in diameter in concrete surfaces REINFORCING MTERILS. Reinforcing bars 1. STM 615: 60 ksi yield grade, epoxy coated. 2. STM 36 - For tie rods, turn buckles, plates, and nuts. B. Steel Wire: STM 82, plain, cold-drawn steel. C. Welded Wire Fabric (WWF): STM 185, in flat sheets, epoxy coated; 12" maximum wire spacing. Use WWF 4x4-W2.9xW2.9 unless otherwise noted. D. Supports for Reinforcement: Provide wire bar-type supports for reinforcement including bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. ll devices shall be plastic-coated or hot-dipped galvanized steel, sized and shaped as required CONCRETE MTERILS. Portland Cement: STM C150, Type 1. B. ggregate: Fine and coarse aggregate for concrete shall comply with STM-33 (concrete aggregate). 1. Maximum aggregate size: Not larger than one-fifth of the narrowest dimension between sides of forms, one-third of the depth of slabs, nor three-fourths of the minimum clear spacing between individual reinforcing bars or bundles of bars. C. Water: Clean, potable, and free from injurious amount of oil, acid, alkali, organic matter or other deleterious substances. D. dmixtures 1. ir-entraining: STM C Water-reducing: STM C494, Type. 3. Water-reducing agents shall be applied at the dosage rates recommended by the manufacturer. bsolutely no chlorides will be permitted. udrain mbulance District mbulance Headquarters Station PW /3 Site Structural Concrete

18 2.04 RELTED MTERILS Curing compound shall meet the moisture retention requirements of STM C309. The compound shall be Kure-N-Seal, produced by Sonneborn Building Products Division, or Masterseal, produced by Master Builders, or approved equal. B. Concrete repair compound: Sonopatch, produced by Sonneborn Building Products Division, or Embeco 411 Mortar, produced by Master Builders, or approved equal. C. Preformed joint filler shall be Sonoflex F, produced by Sonneborn, or approved equal. D. Joint sealant compound for slab control joints shall be Brutem 93, produced by Master Builders, or approved equal. E. Joint sealant compound for interior expansion joints shall be Brutem 92, produced by Master Builders, or approved equal. F. Non-shrink grout shall be Embeco 636, produced by Master Builders, or approved equal. G. Vapor barrier 6-mil polyethylene film. H. Sealer I Hardener: Surface hardener shall be natural aggregate type and be Master Cron, produced by Master Builders, or approved equal PROPORTIONING ND DESIGN OF MIXES Proportion mixes by the Laboratory Trial Batch Method. Use materials to be employed on the project for each class of concrete required. Comply with CI Required 28-day compressive strength of all concrete is 4000 psi. 2. Slump: 2" to 4". B. Laboratory Trial Batches: 1. The Contractor shall retain an independent testing facility or concrete plant, acceptable to the Owner's Representative, to select concrete mix proportions. 2. Test specimens shall be prepared in accordance with STM C Conduct strength tests in accordance with STM C39, specified in CI 301. C. Submit written test reports, to the Owner's Representative, for each proposed mix for each class of concrete at least 15 days prior to start of work. Do not begin concrete production until mixes have been accepted by the Owner's Representative. D. djustment to Concrete Mixes: Mix design adjustments may be proposed by the Contractor when characteristics of materials, job conditions, weather, test results or other circumstances, warrant. Test data for revised mix designs and strength results must be accepted by the Owner's Representative before using in the work. E. Use air-entraining admixture in exterior exposed concrete or structures and slabs exposed to freezing and thawing. dd air-entraining admixture at the manufacturers prescribed rate to result in concrete at the point of placement having air content within the following limits: 1. 1" ggregate Concrete Mix: 4% to 5% 2. %"ggregate Concrete Mix: 3. W' ggregate Concrete Mix: 6% to 7% 7% to 8% F. Water-reducing agents may be used as determined by the mix design organization subject to the approval of the Owner's Representative CONCRETE MIXING Ready-Mix Concrete: Comply with the requirements of STM C94, and as herein specified. ddition of water to the batch will not be permitted. udrain mbulance District mbulance Headquarters Station PW /4 Site Structural Concrete

19 B. During hot weather or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in STM cg4 may be required. C. When the air temperature is between 85 F and goof, reduce the mixing and delivery time from go minutes to 75 minutes. When the air temperature is above goof, reduce the mixing and delivery time to 60 minutes. PRT 3 - EXECUTION 3.01 FORMS Design, erect, brace, and maintain formwork to support vertical and lateral loads that might be applied. Maintain until such loads can be supported by the concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation, and position. B. Design formwork to be readily removable without impact, shock, or damage, to cast-in-place concrete surfaces and adjacent materials. C. Chamfer exposed comers and edges using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. D. ccurately place and secure in position, prior to placing concrete, all anchors, bolts, inserts, and other items to be embedded in concrete; including items furnished under other sections of the Specification and for other contractors on the project. E. Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases from those trades involved. F. Do not use earth cuts as a form for vertical surfaces, without the written approval of the Owner's Representative. G. Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris just before concrete is placed. Retighten forms after concrete placement if required to eliminate mortar leaks PREPRTION OF FORM SURFCES Coat the contact surfaces of forms with a form-coating compound before reinforcement is placed. B. Thin form coating compounds only within thinning agent of type, and in amount, and under conditions of the form-coating compound manufacturers directions. Do not allow excess formcoating material to accumulate in the forms or to come into contact with concrete surfaces against which fresh concrete will be placed. pply in compliance with manufacturer's instructions. C. Coat steel forms with non-staining, rust preventative form oil or otherwise protect against rusting. Rust-stained steel formwork is not acceptable REMOVL OF FORMS ND TEMPORRY BRCING Formwork not supporting concrete, such as sides of wall, beams, and similar parts of the work, may be removed after curing at not less than 50 F for 24 hours after placing, provided that: 1. Concrete is sufficiently hard not to be damaged by form removal operations. 2. Curing and protection operations are maintained. B. Formwork supporting weight of concrete, such as beams and slabs, shall not be removed until: 1. The concrete has attained 75% of the minimum 28-day strength, or days has passed since pouring the concrete. udrain mbulance District mbulance Headquarters Station PW /5 Site Structural Concrete

20 3.04 REUSE OF FORMS Clean and repair surfaces of forms to be reused in the work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable. pply new form coating compound material to concrete contact form surfaces as specified for new formwork. B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. lign and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces REINFORCING Fabricate and place to shapes and dimensions indicated or required to carry out intent of drawings and Specifications. B. Clean off rust, ice, or other coatings that would reduce bond. Do not use reinforcing reduced in section. C. Field bending of bars is not allowed without permission of the Owner's Representative. D. Tagging shall be with metal, linen, or rope fiber tags filled in with machine or waterproof ink. Paper tags shall not be used PLCEMENT OF REINFORCING ccurately place all reinforcing steel as shown on the drawings. Fasten rigidly so that it cannot be displaced during the construction operation. B. The minimum cover of concrete for all reinforcement shall conform to the dimensions shown on the drawings. Cover is the clear distance from the edge of the reinforcement to the concrete surface. Where not otherwise specified, the minimum coverage of the concrete over the steel shall be as follows: 1. Concrete cast against and permanently exposed to earth 2. Formed concrete exposed to earth or weather 3. Concrete in beams and columns not exposed to ground or weather 3inches 2inches 1-'Y:! inches 4. Concrete slabs and walls not exposed to weather 1 inch C. Splices shall be lapped as shown on the drawings. Those not shown shall have a minimum lap of 30 bar diameters. D. ll reinforcing steel, including welded wire mesh, shall be accurately located and held in position by the use of proper reinforcing steel supports, spacers, and accessories. Work shall conform to the drawings and Manual of Standard Practice for Detailing Reinforced Concrete Structures CI 315. Tie bars securely at intersections EMBEDDED ITEMS The Contractor shall provide for the installation of all items embedded in the concrete such as coil rod inserts, anchor bolts, etc., shown on the drawings or as provided for in other Divisions of this Specification DRILLED ND GROUTED DOWEL INSTLLTION Drill hole in existing concrete of size that is% inch in diameter larger than diameters of dowel bar. Incline the hole in the concrete such that the non-shrink grout will be retained in the hole. B. Fill hole with non-shrink grout. C. Immediately place dowel bar into grouted hole. D. llow grout to take initial set before disturbing dowel bar CONCRETE PLCEMENT Inspection: Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other crafts to permit the installation of their udrain mbulance District mbulance Headquarters Station PW /6 Site Structural Concrete

21 work; cooperate with other trades in setting such work, as required. Thoroughly wet wood forms immediately before placing concrete, as required where form coatings are not used. B. General: Comply with CI 304 and as herein specified. 1. Deposit concrete continuously, in layers of such thickness that no concrete will be placed on concrete that has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, provide construction joints as herein specified. 2. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. 3. Deposit concrete in forms in horizontal layers no deeper than 24 inches and in a manner to avoid inclined construction joints. 4. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 5. Control rate of placement so as not to exceed structural capacity of forms. 6. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete in accordance with the recommended practices of CI 309, to suit the type of concrete and project conditions. 7. Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate the placed layer of concrete and at least six inches into the preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. t each insertion limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. 8. Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is completed. 9. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. 10. Bring slab surfaces to the correct level with a straightedge and strike off. Use bull floats or barbies to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on the plastic surface. 11. Maintain reinforcing in the proper position during concrete placement operations. B. Cold Weather Placing 1. Protect concrete from physical damage or reduced strength caused by frost, freezing actions, or low temperatures. 2. Cold weather concrete placement procedures shall be followed when the surrounding air temperature is below 40 F or if freezing temperatures are likely during the specified curing period. 3. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 4. Do not use calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in writing by the Owner's Representative. C. Hot Weather Placing 1. When hot weather conditions exist that would seriously impair the quality and strength of concrete, place concrete in compliance with CI 305 and as herein specified. udrain mbulance District mbulance Headquarters Station PW /7 Site Structural Concrete