8978 search results for test
9930000.FHWA
. 993-1.2.1 Durability Tests for Retroreflectors: Seal Test: The following test will be used, degrees when tested according to National Testing Product Evaluation Program (NTPEP). The NTPEP, compound to be furnished. 993-1.2.1 Durability Tests for Retroreflectors: Seal Test: The following, of returning to a vertical position plus or minus 5 degrees when tested according to National Testing, receiving fifty vehicle impacts when tested according to National testing Product Evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/9930000.fhwa.pdf?sfvrsn=d2b9abc3_05600204.FHWA
salt/conductivity testing frequency may be reduced to one test per day. When any concentration, and the following substituted: 560-2.4 Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC-Guide 15 utilizing a Class ATable 1 retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all, , determine the chloride, sulfate and nitrate concentrations on all steel surfaces using soluble salts test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/5600204.fhwa.pdf?sfvrsn=b4a31cd_09850000.origind
that meet the required permeability and AOS based on test results on the soil or fill adjacent, be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, except apparent opening size (AOS, Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1, Jobs Table 1.2 Test Methods and Requirements for Drainage Geotextiles Types D-4/6 and D-5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9850000.origind.pdf?sfvrsn=c783c33d_0Section63V2-726
test methods and Specifications. Makes readily available, the current certification on testing, test method: a. Perform the unit weight (density) tests of each sample taken in accordance with ASTM, attainment, the strength test is the average compressive strength of two test cylinders, tested, of Transportation Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section63v2-726.pdf?sfvrsn=d70bf578_1dce32-02_Attach
[0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report documenting, and the following substituted: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface with regard to smoothness, ]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser Profiler
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) is deleted and the following substituted: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, per hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser Profiler will be tested for acceptance in accordance with 330-12.3. The pavement smoothness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2002/dce32-02.pdf?sfvrsn=b0b5fab3_09930206.origind
specific and acceptance was based on project review of product testing. There is a need to standardize, shall be white or orange. For white delineators, the yellowness index shall not exceed 12 when tested, reflectance shall be a minimum of 70 when tested in accordance with ASTM E1347 or ASTM E1164, degrees with no delaminating after receiving 100 vehicle impacts when tested according to National, impacts. Impact testing must be performed by a recognized delineator testing facility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9930206.origind.pdf?sfvrsn=dbf9d97d_09850000-722comm
, materials used for erosion control applications must be tested without any natural fiber components, manufacture tests individual components of their blankets or TRMs. This is true for required NTPEP/ASSHTO tests and most other states. The natural components in a TRM are not going to impact the performance results. Please allow all TRMs to be tested as produced. Not allowing this will not add value to your approval process and it will cost all manufacturers a great deal of money to test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9850000-722comm.pdf?sfvrsn=8321e198_22000601.impl
courses, allow the Engineer to make density tests for the lower courses to determine that the required, QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test, Construction Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One
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. No change. 4 days for SC Test reporting is tight for suppliers testing at a central location; additional, hours for QC Test reporting; need more time for suppliers testing at a central location. Response, described by each supplier and tested in the “Process Control Testing” as required in section (4, , but others may need to review it of testing results, and perhaps they may not be as familiar with it, of the chart is not addressed during testing requirements. Response: This will be considered
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/9160000respon.pdf?sfvrsn=39057644_0D9320000.do
properties as specified in 932-2.2.5 when tested in accordance with ASTM Designations shown. Test, for selecting the pads to be tested. The time required for testing shall be determined by the testing, (other tests failures affect LOT acceptance). If a pad for a given LOT fails to meet other test, in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3 Certification: The Contractor shall, by the manufacturer. When a manufacturer’s product is tested and approved by the Department using a primer, primer
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properties as specified in 932-2.2.5 when tested in accordance with ASTM Designations shown. Test, for selecting the pads to be tested. The time required for testing shall be determined by the testing, (other tests failures affect LOT acceptance). If a pad for a given LOT fails to meet other test, in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3 Certification: The Contractor shall, by the manufacturer. When a manufacturer’s product is tested and approved by the Department using a primer, primer
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manufacture’s which were interested in testing their products in accordance with the specifications, their product to be tested in accordance with the impact performance requirements. Recommended Usage Note
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9930200.orig.pdf?sfvrsn=8ed59f06_0SP6870000
the equipment covered by these specifications to field acceptance tests (FATs). Develop and submit a test, each and every feature available in the device or system under test and includes the tests discussed, to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9., channel AM broadcast stations that might be affected. Perform all necessary on-site testing, locations. Submit the results of the frequency search, testing, and the recommended frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp6870000.pdf?sfvrsn=9edd9404_06870000.impl
acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for consideration, or system under test and includes the tests discussed below. 687-4.1 Stand-Alone Tests: Perform, the HAR performs all required functions during and after being subjected to the environmental testing, stations that might be affected. Perform all necessary on-site testing to select the clearest and most, of the frequency search, testing, and the recommended frequency selection to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6870000.impl.pdf?sfvrsn=f5e6dd80_01050302-MM9.2VII.resp
Manual 9.2. The revision of the slump loss testing of drill shaft concrete is a welcome improvement over the current manual. We do anticipate, that once the laboratory slump loss tests are proven in the production of concrete on several projects, that the requirement for field testing for slump loss will be revisited, due to the challenges of scheduling a slump loss test and getting the weather
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unobstructed and visible. 663-4 Field Testing. Subject the system to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for approval. The Engineer reserves the right, and installed, will include furnishing, placement, and testing of all equipment and materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/6630000-722impl.pdf?sfvrsn=9e73e51c_29320000-723FHWA
the following minimum testing requirements: Table 932-4 Test Property Description Test Method Type V1 Type, not allow for the tensile testing of one of its straight portions, test specimens produced, . Submit the test results to the Engineer for review and approval prior to installation. Testing, for testing and one for verification in the event of a failing test result. LOTs will be sampled only, damage to the material. Materials for pavement joints shall be tested according to ASTM D5329
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product testing information according to AASHTO R31, define the reference to the specific section number(s) for product testing and certification. Response: I concur and have made the changes requested, to a two or three coat system for testing and certification as long as it meets the performance, changes for clarification. Section 975-5.8 / 975-7.3 - The field qualification testing does not include measuring test panels for color and/or gloss retention, yet this data is required according
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9750000respon.pdf?sfvrsn=b3cf4822_0Roundabout Ready Outreach Plan
projects and share updates and testimonials to engage the community. 3. Local Partnerships
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