Laserfiche WebLink
COURTHOUSE SQUARE <br />OUTLINE SPECIFICATION <br />PROJECT NO. 9828 <br />July 23, 1998 <br />Page 12 <br />Endicot Clay Products, Fairbury, Nebraska. <br />iv. Special Art Work: Designs as shown on drawings using pavers similar to above. <br />v. Portland Cement Mortar: <br />(1) Portland Cement: ASTM C150-76a, Type 1. <br />(2) Hydrated Lime: ASTM C206-49 (1974) OR C207-76, Type S. <br />(3) Sand: ASTM C144-76. <br />(4) Water: Drinkable, <br />(5) Metal Lath: 3.4 pound diamond mesh type, galvanized. <br />(6) Shrinkage Mesh: 2" x 2", 16/16. <br />vi. Grout: Portland Cement Grout with "Hydroment" acrylic latex additive by Bostic <br />Construction Products; pre-sanded. Colors by Davis. <br />vii. Provide an extra 2% of each type and color of paver used, in clearly marked <br />cartons, for Owner's use. <br />d. Schedule: <br />i. Base Bid: Use 15r~" thick pavers and tile as indicated on drawings. <br />ii. Afternate Deduct: Use 1/2" thick material inside property line and use 15~" thick <br />material in streetscape areas. <br />24. Section 02620, Concrete Curbs: <br />a. Quality Assurance: <br />i. Requirements of Regulatory Agencies: <br />(1) Oregon State Highway Division (OSHD). <br />(2) City of Salem "Standard construction Specifications" (SCS). <br />ii. Reference Standards: <br />(1) American Society for Testing and Materials (ASTM). <br />(2) The Asphalt Substitute (AI) SS-3, "Specifications and Construction <br />Methods for Asphaft Curbs and Gutters," Third Edition, October 1966. <br />b. Components: <br />i. Ready Mixed Concrete: ASTM C94. <br />(1) Portland Cement Concrete: SCS 205.2.02. <br />(2) Cement: ASTM C150, Type 1, SCS 205.2.10, Type 1. <br />(3) Aggregate: ASTM C33, 1/2" minus, SCS 205.2.12A. <br />(4) Aggregate for Scrubbed Finish: 3/8" to 1/2" pea gravel, mixed natural <br />coloration. <br />(5) Admixtures: ASTM C160, air entrainment only. <br />(6) Mix Proportioning: Minimum 6 bags cement. <br />(7) Maximum Slump: 4". <br />ii. Curing Material: ASTM C171, waterproof paper, SCS 205.2.08. <br />iii. Reinforcing Steel: ASTM A615-76, Grade 40. <br />iv. Expansion Joint Fillers: ASTM D1751, SCS 308.3.06. <br />25. Section 02635, Traffic Marking: <br />a. Quality Assurance: <br />i. Acceptable Manufacturer: Noms Traffic Paint. <br />ii. Requirements of Regulatory Agencies: Oregon State Highway Division (OSHD) <br />