Asphalt paving section standard detail

    • [DOCX File]SECTION 01 45 29, TESTING LABORATORY SERVICES

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      3.Density: Make a minimum of two field density tests in accordance with ASTM D1188 of asphalt base and surface course for each day's paving operation. 3.6 SITE WORK CONCRETE: Test site work concrete including materials for concrete as required in Article CONCRETE of this section.

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    • SECTION 160 .fl.us

      1608 Density Requirements. 1608.1 General: Within the entire limits of the width and depth of the areas to be stabilized, other than as provided in 1608.2, obtain a minimum density at any location of 98% of the maximum density as determined by AASHTO T 180.

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    • [DOCX File]SECTION 34 71 13 - VEHICLE BARRIERS

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      Masonry Site Walls: Section 04 20 00, UNIT MASONRY. Pipe Bollards: Section 05 50 00, METAL FABRICATIONS. Concrete Driveway and Approach Paving: Section 32 05 23, CEMENT AND CONCRETE FOR EXTERIOR IMPROVEMENTS. Asphalt Driveway and Approach Paving: Section 32 12 16, ASPHALT PAVING.

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    • [DOC File]Specifications and Contract Documents 2004 Paving Projects

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      The hot plant-mix asphalt surface course shall meet all the requirements of Sections 411 and 903.11, Grading D or E of the TDOT Standard Specifications for Road and Bridge Construction. The finished, final compaction hot plant asphalt mix surface thickness shall be as specified in Section C. 1.2 with a final density of 110 pounds per inch of ...

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    • Section 00745 - Hot Mixed Asphalt Concrete (HMAC

      (Use this Section only when placing around 10,000 tons or more of HMAC or paving on the Transit Mall) Section 00745 - Hot Mixed Asphalt Concrete (HMAC) Section 00745, which is not a Standard Specification, is included in this Project by Special Provision. Description. 00745.00. Scope

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    • [DOC File]SECTION 407 - VicRoads

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      Determine the minimum contract duration (or duration or each separable part) from typical asphalt paving rates given in Section 4 of these guide notes. 5. Establish if red asphalt is required and either include appropriate contract specific clauses for the extent of the red asphalt, or strikeout Clause 407.10.

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    • SECTION 331 .fl.us

      SECTION 331TYPE S ASPHALT CONCRETE, QUALITYASSURANCE AND ACCEPTANCE PROCEDURES. 331-1 Description. 331-1.1 General: Construct a Type S Asphalt Concrete course (using the Quality Assurance acceptance system) using the type of mixture specified in the Contract, or when offered as alternates, as selected.

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    • [DOC File]02741 - Asphalt Concrete Pavement

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      .3 Soil Cement Base Course: Section 02341..4 [Asphalt Concrete Pavement Repairs: Section 02742.].5 Pavement Markings: Section 02761..6 Road and Parking Appurtenances: Section 02841. 1.3 DETAIL DRAWING. SPEC NOTE: Include this article only if detail drawing is applicable to the project.

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    • [DOC File]32 12 17 (02742) - Asphalt Concrete Pavement Repairs

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      .3 ASTM D692-09 Standard Specification for Course Aggregate for Bituminous Paving Mixtures. .4 ASTM D946-09a Standard Specification for Penetration-Graded Asphalt Cement for Use in Pavement Construction. .4 ASTM D977-05 Standard Specification for Emulsified Asphalt. .5 ASTM D979-01 (2006)e1 Standard Practice for Sampling Bituminous Paving Mixtures.

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    • [DOC File]Sec 6.2: Temporary Paving - Dallas City Hall

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      This section specifies the materials and general procedure for placement of temporary paving in conjunction with utility construction by Dallas Water Utilities and its Contractors. Temporary paving is defined as asphaltic pavement that will be in place for up to 6 months within a project located in City of Dallas Right-of-Way until permanent ...

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