9037 search results for test

SS5230201

and shoulder pavement at the crosswalk location. The test installation will be tested for skid resistance, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, service test demonstrating that the imprinted texture and coating materials meet the following, vehicles per day per lane, approved by the State Materials Office. The test installation shall

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SS5230201

pavement at the crosswalk location. The test installation will be tested for skid resistance and wear, with the manufacturer’s specifications and procedures has been tested in accordance with the ASTM E-274, Skid, substituted: 523-2.2 Performance Requirements: QPL approval will be contingent on a field service test, per day per lane, approved by the State Materials Office. The test installation shall be a minimum

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9320103.impl

by the manufacturer. When a manufacturer’s product is tested and approved by the Department using a primer, s i c a l R e quirements: Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Flow, 20ml/min 20ml/min Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD rate (minimum, Sealant Type Test Method TypeA TypeB TypeC TypeD 3ºFand50 ±5% Relative Humidity) Ozone, of sealant. After cure of sealant, briquettes shall be tested in accordance with AASHTO T132

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SS5600000

tests outlined in SSPC-AB 2 at least one time each week or more frequently if directed by the Engineer. Conduct the non-abrasive residue and lead content tests as directed by the Engineer. If test, system. 560-2.4SolubleSaltsTest Kit: Use a soluble salts test kit in accordance with SSPC- Guide 15 utilizing a Class A retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces

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SS5600000

tests outlined in SSPC-AB 2 at least one time each week or more frequently if directed by the Engineer. Conduct the non-abrasive residue and lead content tests as directed by the Engineer. If test, system. 560-2.4SolubleSaltsTest Kit: Use a soluble salts test kit in accordance with SSPC- Guide 15 utilizing a Class A retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces

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5300000Orgin

has desired an alternate for testing Riprap materials not exposed to corrosive environments, environments that are non-corrosive. Expected payoffs are reduced testing costs and faster approval turn, . ThischangewasproposedbyJohnShoucairoftheStateMaterialsOfficetowaivethe Sodium Soundness Test and add a Drop Test requirement to ease the use of Riprap in river environments that are non-corrosive, in sand-cement riprap to the tests required under the provisions of Section 921, provided

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drb116

Department of Transportation. During testimony Southern Culvert stated they were held to water tight, , District Materials Engineer reported FDOT technicians witnessed failing test at the plant and repeated test by Southern Culvert confirmed leakage problem. Southern Culvert proposed changes in o- ring, . The stamp does not include test for acceptability of joint fit. Southern Culvert acknowledged, not being followed (d) Cast test of acceptability of manufacturing was done prior to 1984. Ken

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001-556 7-22impl

of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, Quality Control (QC) density tests with a 12 inch depth of measurement: one QC density test, of permanent and test piling, the Contractor may initially predrill holes to a depth up to 20% of the test pile length, unless required otherwise by the Engineer or the plans. Predrill holes for production piles in the same manner as the test piles. When installing piles in compacted fill, predrill

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001-556-722FHWA

: 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, the requirements of 902-3.3. In the setting of permanent and test piling, the Contractor may initially predrill holes to a depth up to 20% of the test pile length, unless required otherwise by the Engineer or the plans. Predrill holes for production piles in the same manner as the test piles. When, area as determined by the Dynamic Load Testing (455-5.12.4). Soft material is any material offering

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SR 50 Time and Compensation Adjustment

the base and A-7 material... "Test holes by project personnel ... showed ground water present, concrete was replaced on US41 due to failing test results per specifications and some asphalt, standing because of the non use of the temporary drains. The L-3 lane also had failed density testing, and 1125, dated August 14, 2002 as well as testimony by the Contractor’s expert, the Board recommends

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Section81V2cln

compression testing machine, laboratory scales and plastic concrete test equipment. I. Applicable test, of Transportation Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, , and necessary tests to substantiate materials and Products in conformity with the Specifications

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SectionMM81V2

. E. Ensures that testing equipment is properly maintained in accordance with the applicable test, stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, of Transportation Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved

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Section8.1V2-721cln

stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, of Transportation Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, , and necessary tests to substantiate materials and Products in conformity with the Specifications

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Section81V2-722cln

Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Products List (APL, pertain to the inspections, measurements, and necessary tests to substantiate materials and Products, and qualified QC personnel to perform specified tests and inspections, and maintain an acceptable QC

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Section81V2-723cln

jacks, concrete compression testing machine, laboratory scales and plastic concrete test, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Products List (APL, pertain to the inspections, measurements, and necessary tests to substantiate materials and Products

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Section81V2-724cln

Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Products List (APL, pertain to the inspections, measurements, and necessary tests to substantiate materials and Products, personnel to perform specified tests and inspections, and maintain an acceptable QC program in compliance

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section81v2-041719

and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test, that testing equipment is properly maintained in accordance with the applicable test methods, ), Part I Specifications, and Part II Tests Approved Products List (APL), Florida Department, ). These requirements and activities pertain to the inspections, measurements, and necessary tests to substantiate, facilities and qualified QC personnel to perform specified tests and inspections, and maintain

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Section8.1-041719_1-20WB

CONTROL TESTING AND INSPECTION OF PRODUCTS General Perform QC inspections and tests at frequencies, for Road and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Products List (APL), Florida, and activities pertain to the inspections, measurements, and necessary tests to substantiate materials

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section81v2-041719

and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test, that testing equipment is properly maintained in accordance with the applicable test methods, ), Part I Specifications, and Part II Tests Approved Products List (APL), Florida Department, ). These requirements and activities pertain to the inspections, measurements, and necessary tests to substantiate, facilities and qualified QC personnel to perform specified tests and inspections, and maintain

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Section81V2-726redln

, concrete compression testing machine, laboratory scales and plastic concrete test equipment. I, Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) International Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Products List (APL, and activities pertain to the inspections, measurements, and necessary tests to substantiate materials

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