9204 search results for test
9900200Memo
. 990-3.1.1.2 Battery Life Test: Meet the following: 1. The photovoltaic unit shall be designed, resistance value of 35 BPN (British Pendulum Number) when tested according to ASTM E303. Bike lane, Strength: The stripes and markings shall have a minimum tensile strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature range of 40°F to 80ºF using a jaw speed of 0.25 inches per minute
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/9900200memo.pdf?sfvrsn=2496166c_24300408.comm
further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall, of testing, it is the support work that goes with it. Each run has to be dewatered and this often means, of fill would be similar to performing a compressive strength test on a concrete cylinder after a day, essentially ceased at the end of three to six years.” ASTM D2321, X1.13: Deflection Testing—To ensure specified deflection limits are not exceeded, the engineer may require deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4300408.comm.pdf?sfvrsn=6ed1cfab_04300408.comm
further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall, of testing, it is the support work that goes with it. Each run has to be dewatered and this often means, of fill would be similar to performing a compressive strength test on a concrete cylinder after a day, essentially ceased at the end of three to six years.” ASTM D2321, X1.13: Deflection Testing—To ensure specified deflection limits are not exceeded, the engineer may require deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4300408.comm.pdf?sfvrsn=8e55df2f_016GeneralConcrete346Specification
. Is a slump loss test made on concrete mixes used on all wet shaft Spec. 346-3.2 excavations with mineral, . Was the CEI staff aware of and enforcing the sampling and testing Spec 346-5 methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/districtoffices/d2files/qcqa-plan/2008qcqaplan/tab3files/16generalconcrete346specification.pdf?sfvrsn=4da2efe1_05460200OrignX
these requirements. Submit a certified test report to the Engineer indicating that the materials, on the basis of visual inspection by the Engineer with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5460200orignx.pdf?sfvrsn=df865417_0SS5440000
all crash testing requirements of the National Cooperative Highway Research Program Report 350, crash test requirements of MASH-09. 544-3 Construction. Handle and install manufactured materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss5440000.pdf?sfvrsn=6f7085f7_05440000.impl
. Installation manuals 3. Crash testing reports demonstrating that the system meets the requirements, hardware review request submitted to and received by FHWA after January 1, 2011 must meet the crash test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/5440000.impl.pdf?sfvrsn=6453315f_03270301.comm
as written. Section 970-1 states ‘The Department will test all RPMs in accordance with FM 5-566, do not use FM 5-566 for Class A or B, we use NTPEP testing and results. The spec should be updated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/3270301.comm.pdf?sfvrsn=f5310741_07060000.comm
be implemented on the APL as written. Section 970-1 states ‘The Department will test all RPMs in accordance, A products. • We do not use FM 5-566 for Class A or B, we use NTPEP testing and results. The spec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/7060000.comm.pdf?sfvrsn=d764445d_09620600.impl
if the finish coat of paint is applied after installation and testing of the DTI device and will cover, zinc process, and submit a test report on the zinc coating thickness. 4. For anchor rods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9620600.impl.pdf?sfvrsn=808cf069_00060103-2FHWA
, Aall rRequired test reports must be conducted by an independent laboratory or other independent testing facility. A and all required drawings and calculations must be signed and sealed, product testing may be required for rethe modification- evaluation. The Department will consider aAny marked variations from original test values for a product, failure to notify the Department of any, by the Specifications, Design Standards, and APL approval process. Required test reports must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/0060103-2fhwa.pdf?sfvrsn=2bb244fc_44580206.FHWA
. Supplytestresultsfrom the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed by an independent testing laboratory according to the manufacturer’s stated, in the prequalification test. SUBARTICLE 458-4.5.2.1 is deleted and the following substituted: 458.4.5.2.1 M, . Provide Submit a certified copy of all mill test reports to the Engineer for all steel used to fabricate, coefficient of friction between mating surfaces. Testing must be performed by an independent testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4580206.fhwa.pdf?sfvrsn=14a7a66a_06030000.resp
functions during and after being subjected to the environmental testing procedures described in NEMA, to undergo this NEMA test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/6030000.resp.pdf?sfvrsn=da847b35_0Materials Bulletins
by the Director, Office of Materials. No. Subject File Size Date 25-02 Dynamic Testing of Piles Policy, , FL (CMT29) PDF-190KB 01-27-21 21-01 TEST METHOD FOR AIR CONTENT OF FRESHLY MIXED CONCRETE
https://www.fdot.gov/materials/administration/resources/library/materialsbulletins/default.shtmProgram Management Bulletin 22-03
will ensure that Resolution sampling and testing is performed, that the Resolution samples and test, at the time of testing is considered defective, regardless of the whether or not the test results pass, employed by the manufacturer of the product. Required test reports must be conducted by an independent laboratory or other independent testing facility. and rRequired drawings and calculations must, , the Specification, or Standard Plans requirements. A product sample and additional product testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpo/2022/program-management-bulletin-22-03.pdf?sfvrsn=875641be_1BABA Bulletin- 12-5-2022 (FHWA Approved)
of the product. Required test reports must be conducted by an independent laboratory or other independent testing facility. and rRequired drawings and calculations must be signed and sealed, product testing and documentation may be required for the modification evaluation. Any marked variations from original test values, failure to notify the Department of any modifications or alterations, system (MAC), indicates who samples and tests each of these materials and at what frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/bulletins/2022/baba-bulletin--12-5-2022-(fhwa-approved).pdf?sfvrsn=cbcfe3c9_19650100-724FHWA
, and this section. Verify the strength of each Lot by tensile test. Alternate testing, , and this section. Verify the strength of each Lot by tensile test. Alternate testing will not be accepted, number. Table 965-1 Material Requirements for Aluminum Components Product Test Method Alloy/Temper, aged to the T6 condition. Table 965-1 Material Requirements for Aluminum Components Product Test, 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex Nuts ASTM F467 6061-T6 6262-T9 2024-T4 S2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9650100-724fhwa.pdf?sfvrsn=4904e90_15550000.origind
does not require pressure testing, the Engineer may require at least one test. (c, tests for joint integrity for one hour. The test for a soil tight joint allows up to 0.1 gallon, ) No hydrostatic test required (2) Dimensional tolerances only 555-3 Construction Site Requirements, preparations have been made. 555-4.1.1 Product Testing: When there is any indication that the installed, . The Engineer may require a pressure test and reserves the right to be present during the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5550000.origind.pdf?sfvrsn=da3ce61e_05550000.origind.REVISED
testing, the Engineer may require at least one test. (c)Awater tight pipe and joint configuration, A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2) Dimensional, site and agrees that proper preparations have been made. 555-43.1.1 Product Testing: When, the Engineer and investigate the damage. The Engineer may require a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours, unless otherwise
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5550000.origind.revised.pdf?sfvrsn=9163dac3_05550000.origind
does not require pressure testing, the Engineer may require at least one test. (c) A water tight, . Conduct tests for joint integrity for one hour. The test for a soil tight joint allows up to 0.1, A 139 Grade B (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2) Dimensional, Product Testing: When there is any indication that the installed product has sustained damage and may, a pressure test and reserves the right to be present during the test. Perform pressure test within 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5550000.origind.pdf?sfvrsn=61da93d5_0