9199 search results for test
9650000-122FHWA
, the Design Plans, and this section. Verify the strength of each Lot by tensile test. Alternate testing, the strength of each Lot by tensile test. Alternate testing will not be accepted. Provide certifications, of compliance shall identify that the material has been sampled and tested in accordance, of compliance shall identify that the material has been sampled and tested in accordance
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, provide compliance with the 2020 Florida Building Code. 2.2 TESTING AGENCY QUALIFICATIONS A. For testing agency providing classification markings, an inspection agency acceptable to the authorities, the classification marking is representative of the material tested. 2.3 PERSONNEL QUALIFICATIONS, for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. C. ASTM D638 - Standard Test Method for Tensile Properties of Plastics. D. ASTM D1004 - Standard Test Method for Tear Resistance
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of each Lot by tensile test. Alternate testing will not be accepted. Protect against damage and marring, hardware. Table 965-1 Material Requirements for Aluminum Components Product Test Method Alloy, 6061-T6 S2 Lot Testing, Alloy, Temper 965-2.1 Light Poles: Provide aluminum lighting poles, Documentation Requirements Certified Test Report Shows that product meets Moment Capacity Installation, Testing, Alloy, Temper Product Photo Displays the significant features of the product as required
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Name: Charles Miller Date: 7-31-24 COMMENT: Language: 120-10.2.2 Density Testing Requirements, for density requirement. Language: 120-10.2.5 Test Selection and Reporting: Determine test locations, testing on each LOT prior to placing another lift on top. Comment: Language should be added to clarify, Test Selection and Reporting: Determine test locations including stations and offsets, using, for later transfer to the ERS. Notify the Engineer upon successful completion of QC testing
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by the Engineer, for Independent Verification testing. In situations where it is impractical to cut, Gmm test results and the Contractor’s Gmm test results, if available, will be made. If the comparison, . Address any material represented by the failing test results in accordance with 334-5.9.5, process (submit 7 test results, a recovered viscosity, and a visual inspection) before you can use it
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3340000.comm.pdf?sfvrsn=aa785c57_0SPM9711100HS-724-i19228
component. The Department will test hot spray thermoplastic, hot-applied standard thermoplastic, will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, Evaluation Program (NTPEP) field test data meeting FDOT Specification requirements. A notation of the number of coats and the thickness of each coat at which the product passes testing may be placed, in accordance with ASTM D-4960 and shall meet the following criteria: Property Test Method Minimum Maximum
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component. The Department will test hot spray thermoplastic, hot-applied standard thermoplastic, will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, Evaluation Program (NTPEP) field test data meeting FDOT Specification requirements. A notation of the number of coats and the thickness of each coat at which the product passes testing may be placed, in accordance with ASTM D-4960 and shall meet the following criteria: Property Test Method Minimum Maximum
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component. The Department will test hot spray thermoplastic, hot-applied standard thermoplastic, will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, Evaluation Program (NTPEP) field test data meeting FDOT Specification requirements. A notation of the number of coats and the thickness of each coat at which the product passes testing may be placed, in accordance with ASTM D-4960 and shall meet the following criteria: Property Test Method Minimum Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm9711100hs-723-i18605.pdf?sfvrsn=c2148687_2SPM9711100HS-722
. The Department will test hot spray thermoplastic, hot-applied standard thermoplastic, and profiled, will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking materials, Program (NTPEP) field test data meeting FDOT Specification requirements. A notation of the number of coats and the thickness of each coat at which the product passes testing may be placed on the APL, with ASTM D-4960 and shall meet the following criteria: Property Test Method Minimum Maximum Water
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substituted: 556-4.3.2 Damaged Product Testing: When there is any indication that the installed, . The Engineer may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours unless otherwise approved by the Engineer. Submit the test results
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in the Specifications, …………. requirements, required test reports………. Suggested change: Unless defined, Standards, and APL approved process. Required test reports ……… Response: This is not what the statement is meant to convey. To clean up the confusion, the test report section will be changed to read: “required test reports must be conducted by an independent laboratory or other independent testing facility and required drawings and calculations must be signed and sealed by a Professional
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material to split and hold a sample for Resolution testing. Test Name Mainline Pavement Lanes, Turn, location to sample and test, at athe minimum frequency of one per 16 LOTSbelow, select a random location to collect obtain an Independent Verification (IV) sample and test material to obtain, will test the Resolution sample and compare the Resolution result with the Pit Proctor. If the Resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/2000704.origind.pdf?sfvrsn=5002b23_0FM5-524
FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 December 9, 2014 FM 5-524 1 Florida Method of Test for REFLUX EXTRACTION, DOCUMENTS AASHTO Standard: M 231 Weighing Devices Used in the Testing of Materials Florida Method of Test: FM 5-627: Standard Test Method for Recovery of Asphalt from Solution Using the Rotavapor, Select the test sample size to yield approximately 95 to 100 grams of recovered asphalt c ement
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and Testing and make available upon demand. Provide the following charts: a. All components used, specific gravity (G mm ) of RAP; d. Any other test result or material characteristic, until the proper conditions have been restored. 320-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests used in the acceptance decision may be used to fulfill these requirements. Table
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and Testing and make available upon demand. Provide the following charts: a. All components used, specific gravity (G mm ) of RAP; d. Any other test result or material characteristic, until the proper conditions have been restored. 320-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests used in the acceptance decision may be used to fulfill these requirements. Table
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found as a result of the inspection and testing. Keep certified test reports for all materials, 200 mm] test cylinders may be used for compressive strength tests of concrete. The use of 4 x 8, . For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling, may be used for compressive strength tests of concrete. The use of 4 x 8 in [100 x 200 mm] test, 12 inch [150 x 300 mm] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer
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and Testing: 344-3.9.1 Category 1: The Engineer may sample and test the concrete at his discretion, testing for off-system projects are accepted based on agency testing for category 3 work. Summary, , category 3 work is defined as acceptance sampling and testing. The earthwork and concrete sections are being revised to define acceptance testing as performed by the Local Agency. The asphalt section is being revised to clarify contractor process control testing and Agency performed acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/344lap.origind.pdf?sfvrsn=80386125_013AsphalticConcretePavement
pattern is used in lieu of density testing, a six inch core at a minimum frequency of 3 cores will be cut and tested and approved by the Engineer? 17. Has the CEI verified that the rock base, the Department of the location and time of testing a minimum of 48 Spec 330-12.4.5.1 hours prior
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submit an application in accordance with Section 6 and include independent testing showing, will be randomly tested as follows: Position t h e marker b a s e d o w n , b e t w e e n t h e f l a t , p a r a l l e l 0 . 5 i n c h s t e e l p l a t e s o f a c o mpression testing machine. Place
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requirement when tested after mixing. ACTION TAKEN: To reduce confusion, we revised the language, typically pass testing for organic material content. This has been clarified in Table 160-3 during, to create a stabilized subgrade. Table 160-3 refers to the testing requirement for the final mixed
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