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4130302.FHWA
with this Section. 2. Independent laboratory test data and results showing the product has been tested in accordance with the requirements of this Section and meets the requirements. 413-3.2.1, be installed in accordance with this Section. 2. Independent laboratory test data and results showing the product has been tested in accordance with the requirements of this Section and meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4130302.fhwa.pdf?sfvrsn=8ae12b1a_09730000.D02FHWA
must submit an application in accordance with Section 6 and include independently certified test, 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 are not permitted, 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/jan07/files/9730000.d02fhwa.pdf?sfvrsn=2088fd11_04500500.origind
test method acceptable to the Engineer, until the time of the detensioning. Before detensioning, verify the concrete release strength by testing the compressive strength test cylinders. Make a minimum of two compressive strength release test cylinders daily for each individual mix or for each LOT, otherwise in the plans. Verify the release strength by compressive strength cylinder tests or other, thereafter until release strength is developed. In lieu of every 24 hour testing, the contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4500500-origind.pdf?sfvrsn=be8f00e8_49380200.origind
of their product shall submit an application in accordance with Section 6 and include certified test reports from, or material sources requires new testing and certification of the conformance of the grout, time from manufacture to usage in excess of six months shall be tested and certified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9380200.origind.pdf?sfvrsn=33aa6a28_06950000-122FHWA
substitute software modules submitted must be tested and approved. 695-2.2 Marking of Approved, agent ensuring the slot is completely full with no voids beneath the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor, the pre-installation test. Record all test results by lane on the warranty form provided by the manufacturer and leave a copy in the cabinet. Repeat the test at the termination point in the cabinet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/6950000-122fhwa.pdf?sfvrsn=83a247e2_220211013_CTDIssued Report-ADAComplementaryParatransitServices-Final
in interpretation made by CTD staff. FPTA provided several written letters and public testimonies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/ctd/docs/studies-reports/20211013_ctdissued-report-adacomplementaryparatransitservices-final.pdf?sfvrsn=3e79e4cb_216GeneralConcrete346Specification
. 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.shtm3000900int
been laid. 300-9 Sampling and Testing. At the direction of the EngineerAs directed by the Engineer, at a minimum frequency of once per project per product. The sample shall be tested byProvide the sample to the Department for testing of the following specified material properties: percent residue, contaminants, and the residue property G*/sin δ. Should any of the test results fail, on Department projectsif any of the test results fail the material requirements unless waived
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/3000900int.pdf?sfvrsn=c8f8523e_13000900ind
been laid. 300-9 Sampling and Testing. At the direction of the EngineerAs directed by the Engineer, at a minimum frequency of once per project per product. The sample shall be tested byProvide the sample to the Department for testing of the following specified material properties: percent residue, contaminants, and the residue property G*/sin δ. Should any of the test results fail, on Department projectsif any of the test results fail the material requirements unless waived
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3000900ind.pdf?sfvrsn=136aca0_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_1