9274 search results for test
SS9730000.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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9730000.pdf?sfvrsn=1b31b0ac_0Fraud_Awareness_Prevention_USDOT_OIG_Briefing
samples for later quality assurance testing – Photocopies of QC test results are provided when originals are expected – Lab test reports are identical to sample descriptions and test results, varying only in date and lot number tested – Te s t results cannot be found, are suddenly found after, – Contractor offers to select samples for testing programs – Irregularities in signature, dates, misrepresents the results of quality control tests to earn contract incentives falsely or to avoid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/wagerate/fhwa1273/fraud_awareness_prevention_usdot_oig_briefing.pdf?sfvrsn=65220fea_05270000.comm
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, made. 3. How will this be tested? 527-2.3 Color/Contrast: Use safety yellow, brick red or black, in the spec where it is required to be 100% coverage under 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5270000.comm.pdf?sfvrsn=a061f8c3_0GL-10B
. including all required certifications, bolt material test reports, rotational-capacity test reports done by the manufacturer or distributor and be sampled and tested properly. [Spec. 460-4 & 5] 12, rotational-capacity (RC) test [Florida Method FM5-581 (for long bolts) or FM5- 582 (for short bolts, ] 17. Detailed testing procedures must be followed to establish the correct snug tight torque
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-10b.pdf?sfvrsn=fe985fc1_0GL-10B Beams Bearings Bolts (16-17)
test reports, rotational-capacity test reports done by the manufacturer or distributor and be sampled and tested properly. [Spec. 460-4 & 5] 12. Amaterialtracingandenforcementsystem shall, in watertight containers. [Spec. 460-4] 15. Aboltrotational-capacity(RC)test[FloridaMethodFM5-581, ,meetdevicetighteningcriteria.[Spec.460-5] 17. Detailed testing procedures must be followed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-10b-beams-bearings-bolts-(16-17).pdf?sfvrsn=b835c426_05270000.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_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4620000d01.imp.pdf?sfvrsn=8183ce1e_0D4SR5NoiseOrdinance
of the pond excavation. 5. The soil in the pond was subsequently sampled and tested. The test reports, . There is no indication that County code enforcement personnel visited the site. However, there was testimony, 23 West. 2. After excavation had begun, testing of samples take from the pond indicated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d4/2007/d4sr5noiseordinance.pdf?sfvrsn=e7ba10fd_09430000.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9430000.impl.pdf?sfvrsn=b551f68_09930202.comm
: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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9930202.comm.pdf?sfvrsn=a5b99027_03470204.resp
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3470204.resp.pdf?sfvrsn=70def003_09190300.origind
(GTR) samples tested in our laboratory as a check on the certified test properties, Materials Office to adjust the gravity values for testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9190300.origind.pdf?sfvrsn=82c6246b_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_0