9204 search results for test

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by Jacqueline Petrozzino-Roche to reflect the current and appropriate test methods and material, 2.2.1.8-1 Heat Shrink Sleeve Adhesive Layer Minimum Requirements Property Test Method Minimum

HighMastLightPoleMaintenanceCheckList

System Reflectors Test Operation of Lowering Device Mechanical Devices Clean High Mast Lowering Device, Maintenance Office Test lowering devices and fully operate to fully down position Check handhole

9440200-724FHWA

: 944-5 Mill Analysis and CertificationGuarantee. Six certified copies ofProvide a Mill Test Report, and the following substituted: 944-5 Mill Analysis and Certification. Provide a Mill Test Report

9420203.FHWA

certified test results covering each shipment of material to each project. 9420203 PRECAST CONCRETE, Certification: The manufacturer of the gasket material shall submit to the Engineer certified test

9310101.FHWA

and manufacturer’s certified mill analysis certifying that the test results meet the specification, including test results for thickness, dimension, grade, length, size, and spacing. Each certified, submit to the Engineer a certified test report from the manufacturer of the dowel bars confirming that the requirements of this Section are met. The certified test report shall conform, by the Department and manufacturer’s certified mill analysis certifying that the test results meet

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by a tension test in accordance with ASTM D2343. 973-4.1.2 Resin: Use a commercial grade thermoset resin, Physical Properties - VIP FRP Physical Property Requirement Test Method Barcol Hardness > 40 ASTM D2583

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 4580202 BRIDGE DECK JOINTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Debbie J. Steiger 716-308-6799 debbie.steiger@basf.com Comment: (10-21-13) Under section 932, the FLDOT specification for Movement Capability calls out the ASTM C719 test method. However, the FLDOT specification calls out a 2 inch wide joint. I think this dimension is in error unless a special test machine is used. It should be a 2 inch long joint (by ½ inch wide) as described in ASTM C719. Response: It appears to me

985

MATERIAL CERTIFICATION Geosynthetic for Drainage Applications (Specification Number 985) Date Contractor’s Name Contractor’s Address Line 1 City, State, Zip Code Product Name: APL Number: Roll Numbers: FDOT Project Contract/FIN: Project Location: Product Description: Property Test Method Minimum Average Roll Value (MARV) Grab Tensile Strength ASTM D4632 XXXX [units] Grab, Project Contract/FIN: Project Location: Product Description: Property Test Method Minimum

1040000origind

as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Submit to the Engineer, certified test reports, Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, in 985-3 unless such material is to be incorporated into the completed project. When no testing, company. Also, furnish two 4 by 8 inch samples for product identification. The manufacturers test

1040000ind

as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Submit to the Engineer, certified test, . 104-4 Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, no testing is required, the Engineer will base acceptance on visual inspection. The Contractor may use, . The manufacturers test records shall be made available to the Department upon request. Leave the material in place

1040000ind

as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Submit to the Engineer, certified test, . 104-4 Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, no testing is required, the Engineer will base acceptance on visual inspection. The Contractor may use, . The manufacturers test records shall be made available to the Department upon request. Leave the material in place

Special Provisions Workbook January 2018

D5630000.do

copies of a test report from the manufacturer certifying the anti graffiti products to be incorporated into the completed project meets the requirements of this Specification. The certified test reports, or Surface Cleaning Concrete for Coating................................ASTM D4258 Testing pH of cleaned

D5630000

............................................................................Clear 563-2.5 C e r t i f i c a t i o n : Furnish two certified copies of a test report, project meets the requirements of this Specification. The certified test reports shall be attested, Concrete for Coating............................ASTM D4258 Testing pH of cleaned concrete surface

5230000Respon

textured pavement products will be subjected to a field service test on a roadway carrying 8000, and some has been removed. An idea for 2.2.1 would be to field check QPL test sections for any, markings. Charles Holzschuher, P.E. Friction and Nondestructive Testing State Materials Office ************************************************************************

0010200.origind

Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes

D5630000.do

copies of a test report from the manufacturer certifying the anti graffiti products to be incorporated into the completed project meets the requirements of this Specification. The certified test reports, D4258 Testing pH of cleaned concrete surface.....................................ASTM D 4262

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and functional. SubmitRecord all test results in a format approved by the Engineer prior to testing. All recorded test report data shall be signed and dated, witnessed, and validated by signature from

9700000.origind

of their product must submit an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all, Requirements: The performance of the adhesive shall be determined in accordance with the test methods listed

0060103.impl

Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings and calculations must, by the Department. The Department will consider any marked variations from original test values