SECTION SITE CONCRETE
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1 SECTION PART 1 GENERAL 1.01 GENERAL REQUIREMENTS A. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION. B. Examine all conditions as they exist at the project prior to submitting a bid for the work of this SECTION RELATED WORK A. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections in Division One of these Specification REFERENCES 1. Earthwork - Section Finish Grading Miscellaneous Site Improvements - Section Cast-In-Place Concrete - Section Electrical Division 26 A. Reference standards and specifications refer to Cast-In Place Concrete Section B. Codes and Standards: Comply with provisions and codes, specifications and standards, except where more stringent requirements are shown or specified in Cast-In-Place Concrete Section SUBMITTALS A. Product Data: Manufacturer's current catalogue cuts and specifications and suppliers material certificates for the following: 1. Cement concrete design mix a PSI mix 2. Pre-molded expansion joint items a. Sealant. b. Pre-molded expansion joint
2 1.05 TESTS 3. Concrete curing compound 4. Welded wire mesh. 5. Steel wire. 6. Supports for reinforcement. 7. Dowels. 8. Dowel caps and dowels. 9. Integral color pigments. B. Certificates of Compliance 1. Reinforcing Steel: Certificate of compliance. 2. Concrete Mix Design: Ticket for each batch delivered showing the following: C. Shop Drawings a. Mix identification. b. Weight of cement, aggregate, water, and admixtures, aggregate sizes/proportion, and air entrainment. 1. Minimum 3/8" inch scale drawings showing dimensions, sizes, thickness, guages, finishes, joining, attachments and relationship of work to adjoining construction and existing conditions. a. Concrete Walls. b. Concrete Stairs. c. Concrete bases and foundations for outdoor lighting fixture. 2. Coordinate all sleeves for utilities and other items and curbs and show them on the shop drawings. A. Slump tests for cement concrete for each batch of concrete 1. Slump limits: Refer to Section Cast-In-Place Concrete QUALITY ASSURANCES A. The Contractor shall construct the following mock-up panels on site showing all joints, finishes and score lines for approval by the Landscape Architect. B. The mock-up panels shall be removed at the end of construction of the concrete items and the specified materials be installed in place of the panels. C. Mock-up panels 1. Concrete walk 6' x6' 2. Concrete wall 3' high x 6' long 3. Handicap ramp
3 1.07 PROJECT CONDITIONS A. Work notification: Notify Landscape Architect at least 48 hours prior to installation of concrete. B. Establish and maintain required lines, surfaces and elevations. C. Do not install concrete work over wet, saturated, muddy or frozen subgrade. D. Protect adjacent work DEFINITIONS A. References to Landscape Architect shall mean Architect or the Architect's designated representative
4 PART 2 MATERIALS 2.01 GRANULAR FILL AND GRAVEL BORROW: Refer to Section Earthwork for all requirements CONCRETE MIXES: 4000-PSI Mix for all Site Concrete including Vehicular and Pedestrian Paving. Refer to Cast-In-Place Concrete Section FORM MATERIALS: Refer to Cast-In-Place Concrete Section REINFORCING MATERIALS: Refer to Cast-In-Place Concrete Section MISCELLANEOUS MATERIALS: Refer to Cast-In-Place Concrete Section EXPANSION JOINT MATERIALS: Refer to Cast-In-Place Concrete Section MIXTURE COMPONENTS A. Coloring Agent: 1. Type: Liquid or Powered integral color designed to color the cement paste in a concrete mixture. 2. Percentage: as recommended by supplier. 3. Product: Liquid or Powdered Integral color admixtures as produced by Schofield, , Brickform, , or equal 4. Color: Three colors as available from Schofield or approved equal
5 PART 3 EXECUTION 3.01 PREPARATION A. Subgrade preparation and the installation of the Structural Fill and Sand and Gravel shall be found under Section Earthwork, of these specifications. Subgrade shall be moistened as required to provide a uniform dampened condition at the time concrete is placed. B. Verify lines, levels and locations of formed concrete work. Verify that form dimensions comply with drawing dimensions FORMS: Refer to Cast-In-Place Concrete Section PLACING REINFORCEMENT: Refer to Cast-In-Place Concrete Section INSTALLATION OF EMBEDDED ITEMS: Refer to Cast-In-Place Concrete Section PREPARATION OF FORM SURFACES: Refer to Cast-In-Place Concrete Section EXPANSION JOINTS A. Expansion joints shall be located as shown on the Drawings; at all interfaces of paving to walls, brick walls curbs, buildings, stairs, concrete benches, light pole bases, flagpole bases; and as directed by the Landscape Architect. Expansion joints are not required at the back of vehicular curbs at vehicular areas CONTROL JOINTS: Refer to the Drawings INTREGAL COLORED CONCRETE A. Provide colorant in the proportions recommended by the manufacturer and as related to the approved mock-up. Each area of colored paving on the project shall be installed in continuous pours. Should more than 1 batch (truck load) be required to complete the area, the concrete color shall be consistent in formula with adjacent pour(s). B. Provide sealant at the rates of application and methods as recommended by the manufacturer. Follow the manufacturerʼs recommendations as to the timing of the sealant application CONCRETE PLACEMENT: Refer to Cast-In-Place Concrete Section
6 3.10 CONCRETE SLAB FINISHING A. Preparation 1. After placing slabs, plane surface to a tolerance not exceeding 1/2" in 10' when tested with a 10' straight edge. Slope surfaces uniformly to drains where required. After leveling, roughen surface before final set with stiff brushed brooms or rakes. 2. After screeding, consolidating and leveling concrete slabs, do not work surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power-driven floats or by hand-floating if area is small or inaccessible to power units. Float the surface with aluminum or magnesium floats after edging and jointing operations. Check and level surface plane to a tolerance not exceeding 1/4" in 10' when tested with a 10' straight edge. Cut down high spots and fill low spots. Uniformly slope surfaces to drain. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. Immediately following floating, the surface shall be steel-troweled. B. Finishes 1. Light Broom Finish: After floating, achieve finish by dragging a fine bristle brush over the floated finish. 2. Tactile Paving for Handicap Ramps a) Color as selected CONCRETE WALLS AND LIGHT POLE BASE AND OTHER EXPOSED SITE CONCRETE FINISHING A. Sand Blast Finish. 1. Schedule: Perform sand-blasting no sooner than 10 days after pouring each section of concrete 2. Continuity: Perform in as continuous an operation as possible, utilizing the same work crew to maintain continuity of finish. 3. Depth of Cut: Use an abrasive grit of the proper type and gradation to expose the aggregate and surrounding matrix surfaces to be approx. 1/16 in. depth. 4. Backup Boards: Blast corners and edge of patterns carefully, using backup boards in order to maintain a uniform corner or edge line
7 5. Uniformity: Use same nozzle, nozzle pressure and blasting technique as used for sample panel. 6. Control: Maintain control of abrasive grit and concrete dust in each area of blasting. 7. Clean Up: Remove all expended abrasive grit, concrete dust and debris at the end of each day of blasting operations CONCRETE CURING AND PROTECTION: Refer to Cast-In-Place Concrete Section REMOVAL OF FORMS: Refer to Cast-In-Place Concrete Section MISCELLANEOUS CONCRETE ITEMS A. Filling-In: Fill-in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place and cure concrete as herein specified, to blend with in-place construction. Provide other miscellaneous concrete filling shown or required to complete work MINOR CONCRETE SURFACE REPAIRS A. Patching of defective areas will be determined by the Landscape Architect prior to any patching. Only minor patching will be allowed where approved by the Landscape Architect. 1. Work determined to be unacceptable and in excess of minor patching as determined by the Landscape Architect shall be removed and replaced by the Contractor to the satisfaction of the Landscape Architect at no additional expense to the Owner. B. Minor Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, when acceptable to Landscape Architect. All voids and cavities on all surfaces shall be completely filled with stiff mortar of same composition and air-entrainment as the mortar in the original concrete mix. The same brand and color of cement, and the same kind and color of fine aggregate used in the original concrete shall be used in this mortar. The mortar shall be mixed, allowed to set for thirty (30) minutes and then remixed before placing in the work. Carefully remove surface film from these pointed areas before the mortar sets. If surfaces exposed to view do not present a uniformly smooth, clean surface of even texture and appearance when prepared in accordance with foregoing, they shall be rubbed to obtain a satisfactory finish. Surfaces shall be wetted
8 with clean water and rubbed with a carborundum brick without applying any cement or other coating until smooth and uniform in appearance. C. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired by the Contractor to satisfaction of Landscape Architect at no additional expense to the Owner. 1 Surface Repair Items: Surface defects, as such as but not limited to include color and texture irregularities, cracks, spalls, honey combing, rock pockets, fins and other projections on surface and stains that cannot be removed by cleaning and other conditions as determined by the Landscape Architect. D. Repair methods not specified above may be used, subject to acceptance of Landscape Architect. END OF SECTION
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