Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_EP-07-301 thru EP-07-400_ - EP-07-352

Home Browse Search

Installation To ue Values, newton meters Shell Type Integral Stud Type Resin Capsule Mechanical Mechanical Anchors Stud Diameter Expansion Expansion and millimeters Anchors Anchors Cast-in-Place Inserts 29.01-33.00 — — 540 23.01-29.00 — — 315 21.01-23.00 — — 235 18.01-21.00 110 235 200 15.01-18.00 45 120 100 12.01-15.00 30 65 40 9.01-12.00 15 35 24 6.00-9.00 5 10 — The twenty-fourth paragraph of Section 75-1.03, "Miscellaneous Bridge Metal," of the Standard Specifications is amended to read: • Sealing compound,for caulking and adhesive sealing,shall be a polysulfide or polyurethane material conforming to the requirements in ASTM Designation: C 920,Type S,Grade NS,Class 25,Use O. The third paragraph in Section 75-1.035, 'Bridge Joint Restrainer Units," of the Standard Specifications is amended to read: • Cables shall be 19 mm preformed,6 x 19,wire strand core or independent wire rope core(IARC), galvanized, and in conformance with the requirements in Federal Specification RR-W-410D, right regular lay, manufactured of improved plow steel with a minimum breaking strength of 200 kN. Two certified copies of mill test reports of each manufactured length of cable used shall be furnished to the Engineer. The twelfth paragraph in Section 75-1.035, 'Bridge Joint Restrainer Units," of the Standard Specifications is amended to read: • Concrete for filling cable drum units shall conform to the provisions in Section 90-10, "Minor Concrete," or at the option of the Contractor, may be a mix with 9.5 mm maximum size aggregate and not less than 400 kilograms of cementitious material per cubic meter. The second paragraph in Section 75-1.05,"Galvanizing,"of the Standard Specifications is amended to read: • At the option of the Contractor, material thinner than 3.2 mm shall be galvanized either before fabrication in conformance with the requirements of ASTM Designation: A 653/A 653M, Coating Designation Z600, or after fabrication in conformance with the requirements of ASTM Designation: A 123,except that the weight of zinc coating shall average not less than 365 g per square meter of actual surface area with no individual specimen having a coating weight of less than 305 g per square meter. SECTION 80: FENCES Issue Date: January 5,2007 The second paragraph of Section 80-3.0113(2), "Treated Wood Posts and Braces," of the Standard Specifications is amended to read: • Posts and braces to be treated shall be pressure treated in conformance with the provisions in Section 58, "Preservative Treatment of Lumber, Timber and Piling," and AWPA Use Category System: UC4A, Commodity Specification A or B. The fourth paragraph of Section 80-3.01F,"Miscellaneous,"of the Standard Specifications is amended to read: Contract No. 10-OM7104 54