Aashto specifications for material testing

    • [DOC File]AASHTO TIG Spec 3 - PCPS Construction - rev 6-12-08 (2).doc

      https://info.5y1.org/aashto-specifications-for-material-testing_1_d203f5.html

      The AASHTO TIG provides the following document as a guide or template for agencies to use in developing project-specific specifications. SCOPE This specification provides details concerning the removal of existing pavement (if necessary) fabrication and installation of precast concrete highway pavement slabs, as shown on the plans.

    • ASPHALT REJUVENATION SPECIFICATION. .fl.us

      The viscosity shall be reduced by a minimum of 25% for a pavement two years or less in age, and reduced by a minimum of 40% for a pavement greater than two years in age as determined by dynamic shear rheometer (DSR) method for asphalt testing in accord with AASHTO T315-05.

    • [DOC File]AASHTO TIG Spec 1 - Approval of PCPS Systems - rev 6-12-08.doc

      https://info.5y1.org/aashto-specifications-for-material-testing_1_a6c968.html

      Encasement, Grout Fill and Capping Material Properties and Completeness of Placement. If a material identified in the Fabrication and Construction Specifications (under Material Requirements) as Encasement Material for Pavement Hardware is used in accordance with the manufacturer’s written instructions, no further material testing is required.

    • Home Page | Missouri Department of Transportation

      The Standard Compaction Test will be conducted in accordance with AASHTO T 99, Method C, replacing any material retained on the 3/4-inch sieve, as provided therein. Field density will be determined in accordance with AASHTO T 191 or AASHTO T 310, Direct Transmission, for wet density.

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

      https://info.5y1.org/aashto-specifications-for-material-testing_1_3d59c1.html

      2.Make field density tests in accordance with the primary testing method following ASTM D6938 // AASHTO T310 // wherever possible. Field density tests utilizing ASTM D1556 // AASHTO T191 //, or // ASTM D2167 // shall be utilized on a case by case basis only if there are problems with the validity of the results from the primary method due to specific site field conditions.

    • [DOCX File]SECTION 703 AGGREGATE

      https://info.5y1.org/aashto-specifications-for-material-testing_1_c8f689.html

      Use material with a dry rodded density (unit weight) determined according to AASHTO T 19 of not more than 80 pounds per cubic foot. Provide uniform material having a maximum size of 50 mm (2 inches) and not more than 20% passing the 150 µm (No. 100) sieve.

    • [DOCX File]REVIEW OF NEW SPECIFICATION OR SPECIFICATION CHANGE

      https://info.5y1.org/aashto-specifications-for-material-testing_1_f295fb.html

      Control of RAP Gradation (CP31 or AASHTO T-30): Frequency:1/1000 tons of processed RAP material (minimum three tests) Process Control Charts shall be maintained for binder content and each screen listed in subsection 401.02(b), during addition of any RAP material to the stockpile.

    • [DOC File]Requirements for High Strength Steel Bolts, Nuts and ...

      https://info.5y1.org/aashto-specifications-for-material-testing_1_84f726.html

      1. All bolts, nuts and washers shall be marked in accordance with the appropriate AASHTO/ASTM Specifications. D. Testing. D1. Bolts. 1. Proof load tests (ASTM F 606 Method 1) are required. Minimum frequency of tests shall be as specified in AASHTO M 164M/ASTM A 325M Paragraph 10.2.4 (AASHTO M 164/ASTM A 325 Paragraph 9.5.1). 2.

    • [DOCX File]SECTION 32 12 16 - ASPHALT PAVING - Veterans Affairs

      https://info.5y1.org/aashto-specifications-for-material-testing_1_605141.html

      American Association of State Highway and Transportation Officials (AASHTO): 2016 - Standard Specifications for Transportation Materials and Methods of Sampling and Testing, and AASHTO Provisional Standards. M32010 - PerformanceGraded Asphalt Binder. T28314 - Resistance of Compacted Asphalt Mixtures to MoistureInduced Damage. Asphalt Institute:

    • [DOC File]Method of Test for Sieve Analysis of Fine and Coarse ...

      https://info.5y1.org/aashto-specifications-for-material-testing_1_bc0772.html

      The quantities of material usually referred to by Methods of Sampling and Testing are (a) the quantity represented by the sample, (b) the size of the sample and (c) the portion for test. The use of "sample" under AASHTO T 27 and AASHTO T 11 has the same meaning as "portion" as used herein. 1004.02 Apparatus. Balance.

    • [DOCX File]AASHTO Specifications Erosion Control FULL.pdf

      https://info.5y1.org/aashto-specifications-for-material-testing_1_89e426.html

      For copy of the official AASHTO specifications, contact AASHTO1s Publications and Communications Technical Assistant at 202-624-5800 This material is based on work supported by the Federal Highway Administration under Cooperative Agreement Number DTFH61-98-X-00095 through the Recycled Materials Resource Center at the University of New Hampshire ...

    • M E M O R A N D U M .fl.us

      On Asphalt Work Category 2 construction, submit a Notarized Certification of Specification Compliance letter on company letterhead to the Engineer stating that all material produced and placed on the project meets the requirements of the Specifications, along with supporting test data documenting all process control testing as described in 334 ...

    • [DOC File]SPECIFICATION FOR CORNERSTONE SEGMENTAL RETAINING WALL SYSTEM

      https://info.5y1.org/aashto-specifications-for-material-testing_1_e55217.html

      AASHTO Standard Specifications for Highway Bridges. NCMA Design Manual for Segmental Retaining Walls (SRW) ... Material installation and description data should be submitted for each product specified. ... Testing shall not be closer than 3 feet from the back of the wall and done at a variety of locations to cover the entire reinforced soil zone.

    • [DOC File]US Department of Transportaion- Federal Highway Administration

      https://info.5y1.org/aashto-specifications-for-material-testing_1_64f9a3.html

      1. Were drawings prepared and submitted for the bearings according to Subsection 104.03 and Section 18 of the AASHTO Standard Specifications for Highway Bridges Division II, Volume II? (564.03a) 2. On the drawings were all details of the bearings shown including the material proposed for use? (564.03a) 3.

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