Referenced Standards Sample Clauses

Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference Title 49 CFR 173.34

Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference Title ASTM C33 Standard Specification for Concrete Aggregates ASTM C40 Standard Test Method for Organic Impurities in Fine Aggregates for Concrete ASTM C88 Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate ASTM C109 Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens) ASTM C117 Standard Test Method for Materials Finer than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing ASTM C136 Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates ASTM C150 ASTM C230 ASTM C307 Standard Specification for Portland Cement Standard Specification for Flow Table for Use in Tests of Hydraulic Cement Standard Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic Surfacings ASTM C289 Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates (Chemical Method) ASTM C494 Standard Specification for Chemical Admixtures for Concrete ASTM C579 Standard Test Methods for Compressive Strength of Chemical- Resistant Mortars, Grouts, Monolithic Surfacings and Polymer Concretes ASTM C881 Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete ASTM C1017 Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete ASTM C1107 Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink) ASTM D2419 Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate ASTM E329 Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection CRD-C621 US Army Corps of Engineers, Specification for Non-shrink Grout

Referenced Standards. For erosion control best management practices (BMPs), this standard references the City of Madras Stormwater Master Plan, ODOT Hydraulics Manual, and Central Oregon Storm water Manual.

Referenced Standards. Materials and test procedures shall conform with the published requirements of the various societies or institutes as stated in this specification. The current edition of each standard shall be used. ASTM C33 Concrete Aggregates ASTM C39 Method of Test for Compressive Strength of Cylindrical Concrete Specimens ASTM C70 Test Method for Surface Moisture in Fine Aggregates ASTM C109 Test Method for Compressive Strength of Hydraulic Cement ASTM C114 Methods for Chemical Analysis of Hydraulic Cement ASTM C131 Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine ASTM C136 Test Method for Sieve or Screen Analysis of Fine and Coarse Aggregates ASTM C143 Method of Test for Slump of Portland Cement Concrete ASTM C150 Standard Specification of Portland Cement ASTM C172 Sampling Fresh Concrete ASTM C191 Test Method for Time of Setting of Hydraulic Cement by Vicat Needle ASTM C192 Method of Making and Curing Concrete Test Specimens in the Laboratory ASTM C204 Test Method for Fineness of Portland Cement by Air Permeability Apparatus UPRR Concrete Tie Specification Page 3/18 September 2003 ASTM C227 Potential Alkali Reactivity of Cement Aggregate Combinations (Mortar - Bar Test) ASTM C231 Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C260 Air Entraining Admixtures for Concrete ASTM C295 Recommended Practice for Petrographic Examination of Aggregates for Concrete ASTM C359 Test Method for Early Stiffening of Portland Cement (Mortar Method) ASTM C403 Time of Setting of Concrete Mixtures by Penetration Resistance ASTM C430 Test Method for Fineness of Hydraulic Cement by the No. 325 Sieve ASTM C457 Practice for Microscopical Determination of Air Void Content and Parameters of the Air Void System in Hardened Concrete ASTM C494 Chemical Admixtures for Concrete ASTM C586 Potential Alkali Reactivity of Carbonate Rocks for Concrete Aggregate (Rock Cylinder Method) ASTM C617 Capping Cylinder Concrete Specimens ASTM C666 Test Method for Resistance of Concrete to Rapid Freezing and Thawing ASTM C779 Test Method for Abrasion Resistance of Horizontal Concrete Surfaces ASTM C1231 Use of Unbonded Caps in Determination of Compressive Strength of Hardened Concrete Cylinders ASTM C5329 Recommended Practice for Inspection and Testing Agencies far Concrete, Steel and Bituminous Materials used in Construction ASTM A536 Ductile Iron Castings ASTM A 881 Steel Wire, Deformed, Stress...

Referenced Standards. The grading requirements of this section are focused on protection of water quality and drainage courses and to also protect newly formed lots and adjacent properties. In cases where additional clarification is needed for acceptable grading practices, the City and applicant will reference Part 200 and Part 300 of the latest edition of the Oregon Standard Specifications for Construction. In cases of conflict, the provisions of this section will govern. Grading plans must conform to the following design criteria unless approved otherwise by the City. To justify a variance from these requirements, the applicant will be required to furnish a geotechnical engineering or engineering geology report (or both) which states that the site has been investigated and that a less-restrictive criteria will not create an unstable condition posing a hazard to public or private property. These reports must be submitted to the City for its review and final approval.

Referenced Standards. The IBC, IMC, IECC, IPC and IFGC standards shall be utilized to provide specific, or prescriptive, requirements on how to achieve the requirements established in the code. These standards may be unique to the code or may be derived from other established industry standards. Recognized standards may also be used to show compliance with the standard of duty established by the code. (STATE FORM SC-5.1) 1. All construction for state agencies on state-owned or state leased-purchased properties or facilities are to submit design documents for code compliance plan reviews to the state’s code review agents or State Buildings Programs (SBP) approved agency building official. If a state agency leases space in an area where local building codes may not apply, the agency may also follow this process. For a listing of projects that do not require code review, refer to International Building Code section 105.2 and 105.2.2. 2. Upon selection of an Architect/Engineer, a Plan Review Authorization (SBP-017) should be prepared and delivered to the selected code review agent. This authorization indicates the project valuation and the review fee authorized. With this authorization, please provide an intended submittal schedule. Reviews for projects submitted to the code review agent without a Plan Review Authorization (SBP-017) will not commence until the agent receives the prepared authorization form. 3. Prepare the project Schematic Design (SD), Design Development (DD), and Construction Document (CD) submittals in accordance with the attached checklists and submit to the code review agent for review. On projects of limited scope where a combined SD/DD or SD/DD/CD submittal is considered appropriate, please consult with the code review agent prior to submittal. 4. The code review agent will provide a written list of comments addressing issues noted in the review. A response shall be prepared and submitted to the code review agent addressing the deficiencies and questions noted in the review. Specifically, state the agent’s comment followed by the Architect/Engineer’s response chronologically. At the Construction Document review, a response shall be prepared and submitted to the code review agent within 30 days or a mutually agreed upon timeframe addressing the deficiencies and questions noted in the review. 5. Once all code issues have been satisfactorily addressed, the code review agent will issue a Compliance Notice to the submitting agency along with a listing of required ...

Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference Title ASME Boiler and Pressure Vessel Code

Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section shall prevail. Reference Title ASME B16.1 Cast Iron Pipe Flanges and Flanged Fittings ASME B16.5 Pipe Flanges and Flanged Fittings ASME B18.

Referenced Standards. This Section incorporates by reference the latest revision of the following documents. These references are a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of a listed document, the requirements of this Section shall prevail. Reference Title Chapter 296-155 WAC, Part Q Underground Construction AWS D1.1 Structural Welding Code IBC International Building Code B. Qualifications: