9204 search results for test
9900500.origind
an application in accordance with Section 6 and include independent testing showing the product meets, 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 , p a r a l l e l 0 . 5 i n c h s t e e l p l a t e s o f a c o mpression testing machine. Place, in accordance with the manufacturer’s instructions. 990-5.2.5 Retroreflectivity: When tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9900500.origind.pdf?sfvrsn=8322b789_0SS7860000
separate pay items. 786-5 Testing. 786-5.1 G e neral: Subject the equipment covered by these specifications to design approval tests (DATs) and field acceptance tests (FATs). Develop and submit a test, device, and to perform the following tests before any connections are made: a.Perform a continuity test, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify, . InEquation2,EMrepresentstheearlymorning period and N is the maximum number of lanes in the roadway segment under test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss7860000.pdf?sfvrsn=74c45005_0SS7860000
to design approval tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan, , and to perform the following tests before any connections are made: a.Perform a continuity test, . Supplyatestcableandconvertertoconnectthedetectortoalaptopcomputer for testing and configuration. Verify that the test, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify, . InEquation2,EMrepresentstheearlymorning period and N is the maximum number of lanes in the roadway segment under test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss7860000.pdf?sfvrsn=2593bc6d_0SS7860000
to design approval tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan, , and to perform the following tests before any connections are made: a.Perform a continuity test, . Supplyatestcableandconvertertoconnectthedetectortoalaptopcomputer for testing and configuration. Verify that the test, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify, . InEquation2,EMrepresentstheearlymorning period and N is the maximum number of lanes in the roadway segment under test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss786000036c38fbd8faf49f8b03500def41f97fa.pdf?sfvrsn=65a6d41c_0SS7860000.IMP
to design approval tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs, , and to perform the following tests before any connections are made: a.Perform a continuity test, discrepancies found during testing. Also include assembly installation locations and successful test, Supplyatestcableandconvertertoconnectthedetectortoalaptopcomputer for testing and configuration. Verify that the test cable, manufacturer certifies that its device has successfully completed environmental testing as defined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/ss7860000.imp.pdf?sfvrsn=49a95b15_0SS7860000
to design approval tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan, , and to perform the following tests before any connections are made: a.Perform a continuity test, . Supplyatestcableandconvertertoconnectthedetectortoalaptopcomputer for testing and configuration. Verify that the test cable, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify, . InEquation2,EMrepresentstheearlymorning period and N is the maximum number of lanes in the roadway segment under test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7860000c0e85d9b8c934ac1ac8f18532a453ff0.pdf?sfvrsn=984735fe_0SS7860000
(DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs and FATs, support structure testing. Notify the Engineer at least 14 calendar days prior to the proposed test, tests before any connections are made: a.Perform a continuity test on the detector cables to ensure, locations and successful test completion dates. If any component fails to pass required testing, . Supplyatestcableandconvertertoconnectthedetectortoalaptopcomputer for testing and configuration. Verify that the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7860000.pdf?sfvrsn=ab74db0d_09650101FHWA
by tensile test. Alternate testing will not be accepted. Protect against damage and marring during, , and this section. Verify the strength of each Lot by tensile test. Alternate testing will not be accepted, and packaging photos for each component of the product system. Certified Test Report Provide a certified test report showing compliance with specification requirements, as required for specific, Product Test Method Alloy/Temper Reported Properties Pole, Arm, Extrusions ASTM B221 6061-T6 Alloy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9650101fhwa.pdf?sfvrsn=872cdc82_19670001fhwa
properties, sampling, test methods, inspection, and certification related to galvanizing regardless, be based on manufacturer's certified mill analysis of test results meeting the specification limits of the ASTM or AASHTO designation as stated above. Certification of these test values, representing, properties, sampling, test methods, inspection, and certification related to galvanizing, shall be based on manufacturer's certified mill analysis of test results meeting the specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9670001fhwa.pdf?sfvrsn=65a8f0cf_04001400.resp
the strength development curve. In case of error in one of the strength test data, strength development curve, points or any of the data points, including the wrong test data point. It is possible, . The proposed specification allows the average of two cylinders for the strength test data of the curve, test. It is important to test three cylinders and take their average for strength development curve, especially when 4 x 8- in test cylinders are used. Response: 346-9.1 is for acceptance of material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4001400.resp.pdf?sfvrsn=123d3712_09670601FHWA
2.Independent test reports indicating that the product meets all crash test requirements, in the State of Florida. 3.Installation manuals and checklists. 4.Independent test reports indicating that the product meets all crash test requirements of MASH. 5. All relevant FHWA Eligibility Letters, manuals and checklists. 4. Independent test reports indicating that the product meets all crash test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9670601fhwa.pdf?sfvrsn=20c9a7d_15270000.FHWA
requirements when tested in accordance with the following: PROPERTY STANDARD TEST VALUE Slip Resistance, in accordance with Section 6 and include certified test reports from an independent lab showing the product, detectable warnings that meet the following minimum material property requirements when tested in accordance with the following: PROPERTY STANDARD TEST VALUE Slip Resistance FM 3-C1028 Dry, and include certified test reports from an independent lab showing the product meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5270000.fhwa.pdf?sfvrsn=6e9a3a40_0Final Base Group 1 Overrun Issue Recommendation signed
. Dispute Review Board Recommendation Based on the testimony and evidence provided the Board recommends entitlement to RCI for the value of the RAP material only. During oral testimony Mr. Flynn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2018/final-base-group-1-overrun-issue-recommendation-signed.pdf?sfvrsn=463c33cf_2spi-521-480
) Design Criteria NCHRP Report 350 , Test Level 4; AASHTO LRFD Bridge Design Specifications, handrails) that are not based on crash tested designs. Index 521-484 should only be used when space, or greater in strength to a design which has been successfully crash tested previously and approved for a NCHRP Report 350 Test Level 4 rating. The Standards all utilize a cast in place, vertical, a customized project specific retrofit design using the crash tested bridge railing and guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-521-480.pdf?sfvrsn=eb7fdbc3_6SPI-521-480
) Design Criteria NCHRP Report 350 , Test Level 4; AASHTO LRFD Bridge Design Specifications, handrails) that are not based on crash tested designs. Index 521-484 should only be used when space, or greater in strength to a design which has been successfully crash tested previously and approved for a NCHRP Report 350 Test Level 4 rating. The Standards all utilize a cast in place, vertical, a customized project specific retrofit design using the crash tested bridge railing and guardrail
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-521-480.pdf?sfvrsn=65a0a255_2SPI-521-480
) Design Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, handrails) that are not based on crash tested designs. Index 521-484 should only be used when space, or greater in strength to a design which has been successfully crash tested previously and approved for a NCHRP Report 350 Test Level 4 rating. The Standards all utilize a cast in place, vertical face, specific retrofit design using the crash tested bridge railing and guardrail transition designs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-480.pdf?sfvrsn=4059f1c4_11200602.origind
to investigate the borrow area. The Engineer will determine test locations, collect samples, and perform tests to investigate the proposed borrow area based on soil strata and required soil properties. The Engineer will approve use of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described, of this construction method by successfully completing a 500-foot- long test section. For embankment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/1200602.origind.pdf?sfvrsn=4fde021f_07410000.impl
sensors that pass the pre-installation test. After installation, repeat the tests at the termination, . 741-2.3TestRequirements:Performthemanufacturer’s recommended on-site pre- installation test, that fails the test at no additional charge to the Department. 741-3 Type II, Wireless Vehicle Sensors, the Type II sensor and repeat the visual observation test until all lanes count correctly. If the sensor fails to provide accurate counts after three test attempts, it must be replaced with a new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/7410000.impl.pdf?sfvrsn=2cec052d_01200602.impl
. The Engineer will determine test locations, collect samples, and perform tests to investigate, of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any borrow, method by successfully completing a 500-foot- long test section. For embankment construction, meet, the feasibility of this construction method by successfully completing a 500- foot-long test section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/1200602.impl.pdf?sfvrsn=1893f285_09650000-722FHWA
, and this section. Verify the strength of each Lot by tensile test. Alternate testing, , the Design Plans, and this section. Verify the strength of each Lot by tensile test. Alternate testing, Test Method Alloy/Temper Reported Properties Pole, Arm, Extrusions ASTM B221 6061-T6 Alloy, Temper, Compliance Requirements Documentation Requirements Certified Test Report Shows that product meets, of 10,000 foot-pounds, without breaking, cracking or rupturing in any manner. Certified Test Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9650000-722fhwa.pdf?sfvrsn=fc01b197_2