9199 search results for test
SS5270000
that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5270000.pdf?sfvrsn=8a7deb9_0SS5270000
that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss5270000.pdf?sfvrsn=ce5a2956_04001604.impl
set forth in 400-17.1 and 400-17.3, test cylinders may be prepared and tested by the Contractor, the cylinder test results indicate the minimum 28 day compressive strength shown in the Plans, concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4001604.impl.pdf?sfvrsn=b88ab757_0SS5270000
that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5270000.pdf?sfvrsn=86dce0f3_05270000.impl
property requirements when tested in accordance with the following: PROPERTY STANDARD TEST V A LUE Slip, with Section 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5270000.impl.pdf?sfvrsn=8d795fa1_05480000.resp
timmy.meeks@dot.state.fl.us Comments: (12-15-10) Test method FM5-550(pH) is mentioned under section, of tests? Response: Agreed. FM 5-550 has been included under Section 548-9.6.6. From, ) Similar to the current requirements of Spec. 346-9, fourth paragraph: “Test the QC laboratory cured, ; therefore, assume responsibility for performance of all quality control testing and inspections, ) inspection and testing using Construction Training and Qualification Program (CTQP) qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5480000.resp.pdf?sfvrsn=63f8d8cb_03370000.FHWA
certified test results for each batch of fiber material indicating compliance with the above tests, Hydrated Lime: Meet the requirements of AASHTO M 303-89 (2010), Type 1. Provide certified test results, Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers: Use cellulose fibers meeting the following, ) (times fiber weight) 6. Moisture Content: 5.0% by weight (maximum) Provide certified test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3370000.fhwa.pdf?sfvrsn=edd7e06b_03370206.FHWA
indicating compliance with the above tests. 337-2.67.2 Cellulose Fibers: Use cellulose fibers, f o r e a c h b a t c h o f f i b e r material indicating compliance with the above tests, 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, to surface tolerance in accordance with 334-5.1.8. No density testing will be required for these mixtures, Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3370206.fhwa.pdf?sfvrsn=166daee8_00060600.impl
006 CONTROLOFMATERIALS. (REV2-5-07)(FA6-6-07)(1-08) ARTICLE6-6(oftheSupplemental Specifications) is deleted and the following substituted: 6-6 Additional Requirements for Lump Sum Projects. Prepareandsubmit to the Engineer a project-specific list of material items and quantities to be used on the project as a Job Guide Schedule in the same format as the current Sampling, Testing, . Do not commence work activities that require testing until the Job Guide Schedule has been
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/0060600.impl.pdf?sfvrsn=e9264c2b_06820000.resp
for products to operate during NEMA TS2 environmental testing. In addition to other operating, to TS2 environmental testing that would effectively require an operating frequency of 60Hz. No Change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/6820000.resp.pdf?sfvrsn=8cf5b1cb_04600501.impl
of fastener assembly during Rotational Capacity (RC) testing and installation. Assemblies that exhibit, with for the handling, lubrication, installation, tightening and testing of ASTM A 490 bolts. Do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4600501.impl.pdf?sfvrsn=644ca116_05210100FHWA
acceptance; therefore, assume responsibility for performance of quality control testing and inspections required by Sections 346 and 400. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected, of quality control testing and inspections required by Sections 346 and 400. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5210100fhwa.pdf?sfvrsn=21c8f9f8_21050511Respon
105-5.11.2.1 requires CTQP Concrete Field Testing Technician Level I, which in the above example Durastress, will modify the proposed specification as suggested. 2. 105-5.11.1.4.1,The ACI, Strength Testing Technician should be adequate to perform compressive strength testing on cylinders. The Lab Level I, . The Department accepts the results of the quality control testing and inspections, when their results are verified with the results of the testing and inspections of quality assurance inspectors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/1050511respon.pdf?sfvrsn=272fb3a8_0IndustryCommentResponse3340501-GS
the testing criteria for the liquid binder samples found in 916? If not, can we add additional criteria for the delineation cores in that section? RESPONSE: The testing criteria followed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/industrycommentresponse3340501-gs.pdf?sfvrsn=ea218bdf_13470201-724Comm-Response
.”. The inclusion of “may” has given the option for testing, due to this testing has become very uncommon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/3470201-724comm-response.pdf?sfvrsn=8a0631d2_19920700.FHWA
listed by an OSHA “Nationally Recognized Testing Laboratory” (NRTL). c. The optics shall have an IP 66 rating. Submit testing report. d. LEDs shall be capable of maintaining 94.1% intensity at 10,000 hours with an ambient temperature of 25°C (IES LM-80). Submit testing report. e. Luminaire, laboratory. Submit testing report. f. Luminaire retrofit kits shall meet a minimum pole spacing of 240, by an OSHA “Nationally Recognized Testing Laboratory” (NRTL). c. The optics shall have an IP 66 rating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9920700.fhwa.pdf?sfvrsn=a6b53595_04600604.comm
based on the following: 1. There is an option to perform destructive testing for weld testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4600604.comm.pdf?sfvrsn=4bf72759_04600604.resp
based on the following: 1. There is an option to perform destructive testing for weld testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4600604.resp.pdf?sfvrsn=f11c01ec_04551508DB.comm
4551508DB STRUCTURES FOUNDATION INTERNAL/INDUSTRY REVIEW COMMENTS Pat McCann 954-254-8317 tumac2@comcast.net Comments: (4-29-16) 455-51 Proposed text: "After meeting the time requirements of 455-44(15), the Contractor may place panels prior to a complete submittal of the Certification Package at itstheir own risk. If the Engineer determines that verification testing is needed, to be unacceptable after submittal of the certification packages or after verification testing
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responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for barrier wall construction. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected, responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for barrier wall construction. Perform all Quality Control Testing and inspections using CTQP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5210100.fhwa.pdf?sfvrsn=90c7ba02_0