9204 search results for test
5270000.FHWA
the following minimum material property requirements when tested in accordance with the indicated, . Submit Applications that include certified test reports from an independent laboratory that shows, Warnings that meet the following minimum material property requirements when tested in accordance, Applications that include certified test reports from an independent laboratory that shows
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5270000.fhwa.pdf?sfvrsn=525c63ed_09810000FHWA
, noxious weed certification and date of test. All quantities of seed specified shall be for pure live seed, and temporary grassturf seed shall have been tested within a period of six months of the date, , percent germination, noxious weed certification and date of test. Eachofthespeciesor varieties, , rodents and other causes. Allpermanent and temporary turf seed shall have been tested within a period
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9810000fhwa.pdf?sfvrsn=ca10b4fa_05270000FHWA
the following minimum material property requirements when tested in accordance with the indicated, . Submit Applications that include certified test reports from an independent laboratory that shows, Warnings that meet the following minimum material property requirements when tested in accordance, Applications that include certified test reports from an independent laboratory that shows
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5270000fhwa.pdf?sfvrsn=c4cbd7ac_0195756-2SR78LeeCounty
to test the streetlights. It was the Department’s responsibility to design the lighting system. It, was a requirement of the contract to test the street lighting system for 10 days after the system was energized. Testing was completed on August 21, 2006, or 78 days after time had expired. After the testing was completed two days were consumed in final inspections and acceptance of the project, not include time for inspection, testing, and acceptance of the signalization system and the overall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2008/195756-2sr78leecounty.pdf?sfvrsn=609d57ab_09900202.FHWA
Test: Meet the following: (a) The photovoltaic unit shall be designed to provide 21 days, markers per lot or shipment will be randomly tested as follows: Position the marker base down, between the flat, parallel 0.5 inch steel plates of a compression testing machine. Place on top, will not be required. (e) Prior to approval an impact test shall be performed by the manufacturer to verify, environmental standard. The test report certified by an independent laboratory will be provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9900202.fhwa.pdf?sfvrsn=728d6095_0SS4000100
the supporting steel component for any improper welding. Perform all required verification and testing, the percent of required strength, cast test cylinders for each mix for compressive strength determination, of multiple test cylinders to determine when percent of required strength has been met, different elapsed times that begin once test cylinders are cast; however, one of the elapsed times, a corresponding compressive strength computed by averaging the compressive strength of two test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss4000100.pdf?sfvrsn=5bac04dd_0SS4000100
all required verification and testing at no expense to the Department and to the satisfaction, . Also, refer to 400-7.4. When using the percent of required strength, cast test cylinders for each mix, /T Curve) which can be used in lieu of multiple test cylinders to determine when percent of required, of the Engineer. Plot S/T Curves using at least three different elapsed times that begin once test cylinders, the compressive strength of two test cylinders. Curesuchtestcylindersasnearlyaspracticalinthesame manner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4000100.pdf?sfvrsn=61af12fc_04580000.impl
surfaces. Testing must be performed by an independent testing laboratory according, used in the prequalification test. 458-3 Calculations and Shop Drawings. 458-3.1 All Joint Types, fatigue testing. Obtain all joint system components from the same manufacturer, fabricated at their approved corporate facilities, using subcomponents meeting the testing requirements of this Section, . Provideacertifiedcopyofallmill test reports to the Engineer for all steel used to fabricate the joint system. 458-4.5.3.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/4580000.impl.pdf?sfvrsn=5a9b2afa_04580000.origind
and sidewalk cover plates in accordance with Section 962. Supply test results from the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed atby an independent testing agencylaboratory underaccording to the manufacturer’s stated, , manufacturer, fabrication procedure and configuration as the those used in the prequalification test, for which identical full-size specimens have completedbeen subjected to full life-cycle fatigue testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/4580000.origind.pdf?sfvrsn=9e128ca8_0SS1040600
capable of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports, two 4 by 8 inch samples for product identification. The manufacturers test records shall be made, to aid in their performance. The contractor must provide all of the required toxicity testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss1040600.pdf?sfvrsn=b37aca71_01040600.origind
tests performed by Utah State University, Texas Transportation Institute or an independent testing, of manufacturers test reports showing that the erosion control blankets meet the requirements, company. Also, furnish two 4 by 8 inch samples for product identification. The manufacturers test, . The contractor must provide all of the required toxicity testing information to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1040600.origind.pdf?sfvrsn=2e2d471a_0SS1040600
of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing, by 8 inch samples for product identification. The manufacturers test records shall be made available, in their performance. The contractor must provide all of the required toxicity testing information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1040600.pdf?sfvrsn=ddf3f4aa_09900202.origind
will be randomly tested as follows: Position t h e marker b a s e d o w n b e t w e e n t h e f l a t parallel platens of a compression testing machine. Place on top of the marker a flat piece of 65, Jobs (k)Thedevice will meet NEMA environmental standard. The test report certified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9900202.origind.pdf?sfvrsn=4af9a915_0521-480
tested previously and approved for a NCHRP Report 350 Test Level 4 rating, except for the Tapered, with Specification Section 416. The field testing proof loads ADHESIVE-BONDED ANCHORS AND DOWELS: Adhesive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-480.pdf?sfvrsn=bce0044d_13360000.D01.fhwa
device. 336-5 Testing and Certification Requirements. 336-5.1 Blending at Project Site: Monitor, and LOT), ground tire rubber quantity in pounds, and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity, terminal, obtain the sample for testing from the discharge piping exiting the storage tank. Obtain the viscosity testing equipment specified in FM 5-548 and make it available to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3360000.d01.fhwa.pdf?sfvrsn=c8b7dc6_03470000.D02FHWA
with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test, approved mix design. Use originally approved mix components and proportions, when unsatisfactory test, hours, perform an additional moisture test approximately half way through the batching operations, designs. 2.Materials source (delivery tickets, certifications, certified mill test reports, components and proportions, when unsatisfactory test results are obtained from the use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/3470000.d02fhwa.pdf?sfvrsn=7fe2fdea_06710000.resp2
for Transportation Devices, a product must successfully be tested for compliance with the referenced, of a standard their product will be tested against. The specification says to meet these data logging, and what will be tested. Response to 2 nd comment: No change needed. Section 671 includes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/6710000.resp2.pdf?sfvrsn=f95c726a_0section115-012012
inspection/testing of steel and other miscellaneous metal products. 11.5.5 GENERAL INFORMATION, . Inspect all of the weld removal areas by Magnetic Particle Test Method. 6. If applicable, fit, Particle Testing shall be performed in accordance with the applicable sections of AWS D1.5 . Note, (preferably by the yoke method) Test the area to assure removal of all discontinuities. 4. On tension, Specification . 6. Magnetic Particle Testing shall be performed for the welded repair area. Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section115-012012.pdf?sfvrsn=26b840fd_17000000.resp
, Quickrete) and lately we have been asked to have QC on site and test this concrete, which on any projects I have done this on it has always passed, all test. Could the specs state that testing, . The reason is that only the 3” or smaller tubes passed the crash testing requirements, which, angle of 30 degrees. ADDCO is in Compliance Provide a pixel test as a form of status feedback, status of each pixel in the sign can be automatically tested once a day. Ensure that the pixel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/7000000.resp.pdf?sfvrsn=2c096955_0