9030 search results for test
5270000.resp
cementitious materials. ** Applies only to surface-applied materials. Response: The standard for testing for water absorption is ASTM D-570, Standard Test Method for Water Absorption of Plastics, . applied to existing surfaces. No change made. 3. How will this be tested? 527-2.3 Color/Contrast, the product. I read test method 5-589 and did not see it there either. My question – is there a 100% coverage requirement for this test? Response: Based on the research conducted by SMO, it
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5270000.resp.pdf?sfvrsn=cfca38a4_07100200.comm
, etc. I do not think it is reasonable to apply performance levels that were established to test the performance of products over time on carefully selected test decks, and apply them to all, carefully select test decks for QPL approvals. This 18 month requirement does not seem reasonable, it, should be identical to what was tested and approved for QPL evaluations; not what is recommended, ) is not required on a project basis, then retroreflective testing during QPL evaluations is of little value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7100200.comm.pdf?sfvrsn=717f3969_0D4000000
technique, and perform all required verification and testing at no expense to the Department, , test for soundness and bonding of the forms by sounding with a hammer as directed by the Engineer, period of two days, inspect the forms for cracks and excessive form deflection, and test, for assurance testing at the discharge end of the belt conveyor system. Make available to the Engineer the necessary platform to provide a safe and suitable place for sampling and testing. Remove any concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4000000a0991a85d5964f72bbf3eacfaf951acf.pdf?sfvrsn=cf290faf_0D4000000
component for any improper welding technique, and perform all required verification and testing, . Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness and bonding of the forms by sounding, for cracks and excessive form deflection, and test for soundness and bonding of the forms, before continuing operations. Take concrete samples for assurance testing at the discharge end, and suitable place for sampling and testing. Remove any concrete placed in an unsatisfactory manner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d4000000.pdf?sfvrsn=e1c87e17_0D4000000
technique, and perform all required verification and testing at no expense to the Department, , test for soundness and bonding of the forms by sounding with a hammer as directed by the Engineer, period of two days, inspect the forms for cracks and excessive form deflection, and test, for assurance testing at the discharge end of the belt conveyor system. Make available to the Engineer the necessary platform to provide a safe and suitable place for sampling and testing. Remove any concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4000000.pdf?sfvrsn=ecadae8c_04620000D01.IMP
Specifications. Test and provide written certification that the couplers meet or exceed the testing requirements, submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test
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in accordance with Section 6 and include independently certified test reports that the material meets, and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing, means of controlling cracking are specified with test results which show long term cracking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9730000.pdf?sfvrsn=154d9ca_0SS9730000
with Section 6 and include independently certified test reports, and manufacturer’s certification, ksi when tested in accordance with ASTM D4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D695. Steel reinforcing rods are not permitted. Reject any sections, be reduced when other means of controlling cracking are specified with test results which show long term
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss9730000.pdf?sfvrsn=4a12dce7_0SS9730000.IMP
in accordance with Section 6 and include independently certified test reports that the material meets, and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing, means of controlling cracking are specified with test results which show long term cracking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/ss9730000.imp.pdf?sfvrsn=fbcd4987_09730000.impl
an application in accordance with Section 6 and include independently certified test reports, a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing rods, of controlling cracking are specified with test results which show long term cracking is nonexistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9730000.impl.pdf?sfvrsn=60c4de93_09710605.impl
: Component Test M e t h o d White Binder 18.0% minimum TiO2, Type Rutile ASTMD476 10.0%minimum, and identified on the APL. 971-10.4 Physical Requirements: Laboratory samples shall be tested in accordance with ASTM D4960 and shall meet the following criteria: Property Test M e t h o d M i n i, a minimum initial skid resistance value of 55 BPN when tested in accordance to ASTM E303. 971-10.5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9710605.impl.pdf?sfvrsn=f368a079_0SS9730000
in accordance with Section 6 and include independently certified test reports that the material meets, and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing, means of controlling cracking are specified with test results which show long term cracking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9730000.pdf?sfvrsn=c55aebc3_0SS9730000
in accordance with Section 6 and include independently certified test reports that the material meets, and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing, means of controlling cracking are specified with test results which show long term cracking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9730000beaaf2a9d5fa437c910a58e593221ae0.pdf?sfvrsn=61ea30d4_0SS9730000
an application in accordance with Section 6 and include independently certified test reports, a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel reinforcing rods, of controlling cracking are specified with test results which show long term cracking is nonexistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9730000.pdf?sfvrsn=1876d511_0SS9730000
and include independently certified test reports that the material meets the requirements of this Section, must be continuous and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695, of controlling cracking are specified with test results which show long term cracking is nonexistent. Fiberglass
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diameter. Test the pipe joints hydrostatically at the specified pressure using test methods in ASTM D3212, to a 5% reduction in internal diameter using the parallel plate testing methodology of ASTM D2412, does not contact the hugger band or associated hardware. Testing of pipe joints shall be done, on the manufacturer’s certified mill tests. 943-8 Underdrain Pipe. Corrugated metal pipe
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:gulf7@embarqmail.com Comments: (6-16-10) Section 993-2.2.6 Post shall be tested and evaluated according to the National Testing Product Evaluation Program (NTPEP) Project Work Plan for Field, is revised does each manufacturer have to re-test? The Department chose to require 50 impacts
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(GTR) samples tested in our laboratory as a check on the certified test properties, Materials Office to adjust the gravity values for testing
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if the "load" does not meet the 28 day requirement until cylinders are tested? The verbiage also seems to indicate that sampling and testing is a requirement by QC. I suggest the following: Acceptance, their QC onsite to sample and test non-structural concrete due to the acceptance criteria nor would
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testing is specified. Grade HPS 70W shall not be substituted for Grade HPS 50W. Weathering steel shall, for main load-carrying members shall meet the impact requirements listed in Table 962-2. Mill test reports shall identify average impact test values. Provide certifications that meet this section, or components (as defined in Section 460), meet the ASTM A709 impact test requirements for non- fracture, by the Engineer. Table 962-2 – Requirements for Impact Testing Structural Steel Product ASTM
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