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Bridgestone Retail Operations, LLC PROJECT MANUAL Version: January 2012 SECTION 02518 PART 1 GENERAL INTERLOCKING CONCRETE PAVERS 1.01 SECTION INCLUDES A. Concrete paver units. [Concrete paver edge units.] B. Bedding and joint sand. 1.02 RELATED SECTIONS NONE 1.03 REFERENCES A. American Society of Testing and Materials (ASTM): 1. C 33, Specification for Concrete Aggregates. 2. C 136, Method for Sieve Analysis for Fine and Coarse Aggregate. 3. C 140, Sampling and Testing Concrete Masonry Units. 4. C 144, Standard Specification for Aggregate for Masonry Mortar. 5. C 936, Specification for Solid Interlocking Concrete Paving Units. 6. C 979, Specification for Pigments for Integrally Colored Concrete. 7. D 698, Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures using a 5.5-lb (2.49 kg) Rammer and 12 in. (305 mm) drop. 8. D 1557, Test Methods for Moisture Density Relations of Soil and Soil Aggregate Mixtures Using a 10-lb (4.54 kg) Rammer and 18 in. (457 mm) drop. 9. D 2940, Graded Aggregate Material for Bases or Subbases for Highways or Airports. 1.04 QUALITY ASSURANCE A. Manufacturer: Company specializing in the manufacture of concrete interlocking pavers for a minimum of three (3) years. B. Installation shall be by a contractor and crew with at least one (1) year of experience in placing interlocking concrete pavers on projects of similar nature or dollar cost. C. Installation Contractor shall conform to all local, state/provincial licensing and bonding requirements. 1.05 SUBMITTALS A. Submit product drawings and data. B. Submit full size sample sets of concrete paving units to indicate color and shape selections. Color will be selected by Architect/Engineer/Landscape Architect/Owner from manufacturer's available colors. C. Submit sieve analysis for grading of bedding and joint sand. D. Submit test results from an independent testing laboratory for compliance of paving unit requirements to ASTM C 936. E. Indicate layout, pattern, and relationship of paving joints to fixtures and project formed details. F. Substitutions: Substitutions shall be submitted 10 days prior to bid opening for acceptance. INTERLOCKING CONCRETE PAVERS 02518 - Page 1 of 6
Bridgestone Retail Operations, LLC PROJECT MANUAL Version: January 2012 1.06 MOCK-UPS A. Install a 7 ft. x 7 ft. (2 m x 2 m) paver area as described in Article 3.02. This area will be used to determine surcharge of the bedding sand layer, joint sizes, lines, laying pattern(s), color(s), and texture of the job. This area shall be the standard from which the work will be judged. Consideration shall be given with regard to differences in age of materials from time of mock-up erection to time of actual product delivery. 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver concrete pavers to the site in steel banded, plastic banded, or plastic wrapped cubes capable of transfer by fork lift or clamp lift. Unload pavers at job site in such a manner that no damage occurs to the product. B. Sand shall be covered with waterproof covering to prevent exposure to rainfall or removal by wind.The covering shall be secured in place. C. Coordinate delivery and paving schedule to minimize interference with normal use of buildings adjacent to paving. 1.08 ENVIRONMENTAL CONDITIONS A. Do not install sand or pavers during heavy rain or snowfall. B. Do not install sand and pavers over frozen base materials. C. Do not install frozen sand. PART 2 PRODUCTS 2.01 CONCRETE PAVERS Concrete pavers may have spacer bars on each unit. These insure a minimum joint width between each unit into which sand is placed. Spacer bars help prevent contact of the edges with adjacent pavers and subsequent spalling. They are highly recommended for mechanically installed pavers. Manually installed pavers may be installed with or without spacer bars. A. Concrete pavers shall be supplied by Pavestone Company or equal. B. Product name(s)/shape(s), color(s), overall dimensions, and thickness of the paver(s) shall be: 2003 ADA Compliant 3 7/8 in./ 98 mm x 7 13/16in./198 mm x 2 3/8 in./ 60 mm thick. C. Pavers shall meet the following requirements set forth in ASTM C 936, Standard Specification for Interlocking Concrete Paving Units: 1. Average compressive strength of 8,000 psi (55 MPa) with no individual unit under 7,200 psi (50 MPa). 2. Average absorption of 5% with no unit greater than 7% when tested in accordance with ASTM C 140. 3. Resistance to 50 freeze-thaw cycles when tested in accordance with ASTM C 67. D. Pigment in concrete pavers shall conform to ASTM C 979. E. Material shall be manufactured in individual layers on production pallets. F. Materials shall be manufactured to produce a solid homogeneous matrix in the produced unit. 2.02 VISUAL INSPECTION A. All units shall be sound and free of defects that would interfere with the proper placing of unit or impair the strength or permanence of the construction. INTERLOCKING CONCRETE PAVERS 02518 - Page 2 of 6
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REPORT OF GEOTECHNICAL ENGINEERING
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Proposed Bridgestone April 20, 2011
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FIGURE: 3 DATE STARTED: 4/5/11 DRIL
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FIGURE: 11 DATE STARTED: 4/5/11 DRI
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APPENDIX A Laboratory Test Results
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12 SWELL-CONSOLIDATION TEST 10 8 6
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10 SWELL-CONSOLIDATION TEST 8 6 4 2
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June 21, 2012 Bridgestone Retail Op
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Bridgestone/Firestone - Lakewood, C
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