9037 search results for test
9670001IMP
properties, sampling, test methods, inspection, and certification related to galvanizing regardless, be based on manufacturer’s certified mill analysis of test results meeting the specification limits of the ASTM or AASHTO designation as stated above. Certification of these test values, representing
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4620101 Post Tensioning COMMENTS FROM INTERNAL/INDUSTRY REVIEW ****************************************************************************** Dan L. Hurtado, P.E. 414-4155 dan.hurtado@dot.state.fl.us Comment: (6-28-10) 462-2 Certification of Post-Tensioning Systems: The sentence, “Test, approval” is confusing. Are we are telling the contractor to test the reinforcing and then include, edits by me but otherwise it looks good. Test and include typical local zone reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4620101.comm.pdf?sfvrsn=be285fde_0Drainage Geotextile Product Data Form for Applicants
Contact: Phone: Email: ASTM D6241 ASTM D4491 ASTM D4751 ASTM D5261 ASTM D4355 MD XD Mean* COV(%)* MARV *From independent test results Lightest Product: Method of Acceptance for UV Resistance: Required Attachments: Product photo showing significant features of the product and product label photo. mm oz/yd 2 % Strength Retained @ 500 hours Strength (lbs) Strain (%) Strength, INDEPENDENT TEST RESULTS TO JUSTIFY SUBMITTED VALUES Test Name / Designation Grab Trapezoidal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/geosynthetic/drainage-geotextile-product-data-form-for-applicants.pdf?sfvrsn=9e481d3e_22017_Optimized Mobile Retroreflectivity Unit Data Processing Algorithms
a test allows the operator to identify erroneous or unexpected data early in the testing and saves, of the sun and the MRU, was tested by first testing the MRU in a stationary condition for 15 minutes, developed, tested, and optimized as part of the ongoing effort to mitigate on-road inputs and raise MRU, testing was completed to help identify the root causes of loss in data repeatability. Part of the on-road testing included a repeatability study that showed improved data repeatability over
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2017_optimized-mobile-retroreflectivity-unit-data-processing-algorithms.pdf?sfvrsn=c5191ba1_1D4500000
and testing. Keep certified test reports for all materials incorporated into the production of precast, for both 6 x 12 inch [150 x 300 mm] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing, verification tests. The sampling for verification testing will be performed by the Department, inspection and testing, are performed by the Engineer to ensure that the quality and acceptability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4500000.pdf?sfvrsn=6c6b46a3_0D4500000.do
the deficiencies found as a result of the inspection and testing. Keep certified test reports, 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 will use the same size test cylinders that are used for the QC sampling and testing. Obtainthesame, including the verification and Independent Assurance inspection and testing are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4500000.do1a1cf1a0c3fd4b7485cfe1d6c66789b9.pdf?sfvrsn=2d0d1663_0D4500000.do
the deficiencies found as a result of the inspection and testing. Keep certified test reports, 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 will use the same size test cylinders that are used for the QC sampling and testing. Obtainthesame, including the verification and Independent Assurance inspection and testing are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4500000.do.pdf?sfvrsn=b200620a_0D4500000.do
the deficiencies found as a result of the inspection and testing. Keep certified test reports, 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 will use the same size test cylinders that are used for the QC sampling and testing. Obtainthesame, including the verification and Independent Assurance inspection and testing are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4500000.dob820a9b4cc18416a803f4c7d9d43bfbb.pdf?sfvrsn=6004755e_0D4500000.do
the deficiencies found as a result of the inspection and testing. Keep certified test reports, 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 will use the same size test cylinders that are used for the QC sampling and testing. Obtainthesame, including the verification and Independent Assurance inspection and testing are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4500000.do.pdf?sfvrsn=c9a6feab_05270000.origind
to meet ASTM fade- resistance testing from the spec. Information source: Dean Perkins or Karen Byram Background data: Thefade-resistance test requirement has been difficult to quantify among, . ThischangewasproposedbyDeanPerkinsoftheStructuresDesignOffice to remove requirement for the UV resistance test, Detectable Warnings that meet the following minimum material property requirements when tested, No. 304 of the Design Standards. Submit Applications that include certified test reports from
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include certified test reports from an independent testing laboratory which shows the material, Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, the adhesive bonding, Tension Test shall not be less than 1,826 psi. 937-4.3 Product Identification (Fingerprint, after setting operation is complete. 937-5.2 Minimum Performance Requirements: Test undercut anchor
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. 663-3.1FieldTesting:Subject the system to field acceptance tests (FATs). Develop and submit a test, and vehicle detection. Detector cards must include a test switch that can be used to manually generate, functions during and after being subjected to the environmental testing procedures described in NEMA, , placement, and testing of all equipment and materials, and for all tools, labor, hardware
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/6630000.impl.pdf?sfvrsn=8cbac1c8_07090000SS
. The Engineer will take random samples of the materials in accordance with the Department’s Sampling, Testing, samples of the glass spheres in accordance with ASTM D 1155 and the Department’s Sampling, Testing, field tests in accordance with FM 5-541. Remove and replace traffic stripes and markings not meeting, matches Federal Test Standard Number 595-color 33538, and meet the following criteria for chromaticity, a certified test report to the Engineer indicating that the materials meet all requirements specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/7090000ss.pdf?sfvrsn=6ad59052_07090000SS
. The Engineer will take random samples of the materials in accordance with the Department’s Sampling, Testing, samples of the glass spheres in accordance with ASTM D 1155 and the Department’s Sampling, Testing, field tests in accordance with FM 5-541. Remove and replace traffic stripes and markings not meeting, matches Federal Test Standard Number 595-color 33538, and meet the following criteria for chromaticity, a certified test report to the Engineer indicating that the materials meet all requirements specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/7090000ss.pdf?sfvrsn=113fdfaa_04160601RESPON
the chart below to clarify the desired intent to all parties: Required Number of Anchor/Dowel Field Tests, : The draft has been revised to clarify how many tests per LOT are required, does not mention if the results are reported as the average of all the tests within the Lot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4160601respon.pdf?sfvrsn=900dcbb8_02016_Precision Assessment of the Florida Texture Meter
. Florida Texture Meter was used to collect data from twelve test sites located in Districts 2, 4, 5.2 Pre-Setup Test, ................................................................................................................ 24 Table 7. Test sites ID, data for test site 1............................................................................................ 26 Table 9: Statistics for FTM for all test sites
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2016_precision-assessment-of-the-florida-texture-meter.pdf?sfvrsn=b92f7958_14620500.impl
pressure test and repair procedures; f. Method to be used to control rate of flow within ducts; g, , and the Engineer before grouting operations begin. Discuss Grouting Operations Plan, required testing, by the Engineer. Perform pressure tests on the mockups in accordance with 462-8.2.1 prior to grout, test and repair procedures; h. Method to be used to control rate of flow within ducts and anchorage, during injection and locking pressure; l. Vacuum (gauge) pressure requirements, vacuum tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/4620500.impl.pdf?sfvrsn=58c3865b_0dce28-00
on a statewide basis. A test specification with average construction tolerance of +/ - 0.2 % for cross slope control has been developed and will be used on several pilot projects. This testing process, . You can find this test specification on the State Construction Office website. If you have any
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to an in-plant test rather than a field test. For example, “Provide water-tight joints, as determined through in-plant testing, when shown in the contract documents.” Response: Pat McCann (954) 777-4387
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with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all RPMs in accordance with FM 5-566, Requirements: The performance of the adhesive shall be determined in accordance with the test methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9700000.impl.pdf?sfvrsn=7165b1e2_0