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6850000-723origind
and parts lists. 685-4 Testing. Provide a field acceptance test plan to the Engineer for approval at least 14 days prior to commencement of testing. After approval of the acceptance test plan, perform testing of the installed UPS and RPMU equipment. Furnish all equipment, software, and supplies, to the environmental testing procedures described in NEMA TS 2, Sections 2.2.7, 2.2.8, and 2.2.9., properly during and after being subjected to the environmental testing procedures described in NEMA TS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6850000-723origind.pdf?sfvrsn=a19a9fb8_1DEV305BCJS (6-4-12)
and submit the test results of each lot used. Deliver each lot of sealant in containers, . 305-2.2.4 Softening Point: The minimum softening point shall be 185ºF when tested in accordance, with ASTM D3111. 305-2.2.6 Separation: Test for phase separation by pouring a representative sample, and determine the softening point as described in ASTM D36. Average the test D o N o t U s e W i t, and bottom samples. If there is 4.0% or more difference between the average test result and either
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev305bcjs-(6-4-12).pdf?sfvrsn=bac75fc7_16820000.origind
reserves the right to witness all tests. 7682-1.4.2 Field Test Requirements: Perform local field, . 7682-2.5 Testing: 7682-2.5.1 General: Submit a detailed system acceptance test plan, of the equipment’s installation. At minimum, include in the video display system test the testing, and after being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, with a clear, rain repellant product prior to final acceptance. 7682-1.4 Testing: 7682-1.4.1 General
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test. The Engineer reserves the right to witness all tests. 782-1.4.2 Field Test Requirements, . 782-2.5 Testing: 782-2.5.1 General: Submit a detailed system acceptance test plan to the Engineer, of the equipment’s installation. At minimum, include in the video display system test the testing, testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9. Ensure that the housing, enclosure’s lower half with a clear, rain repellant product prior to final acceptance. 782-1.4 Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/7820000.origind.pdf?sfvrsn=d6d950cb_0Clean-AppendixA
section of the length of one LOT. Perform five QC tests at random locations within the test section, fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, (NCHRP 350) and current FHWA directives. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350. Topic, outside the soil envelope if he can demonstrate with a successful test section that density can
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/utilities/docs/uam/uamrulechange/clean-appendixa.pdf?sfvrsn=f13c0290_0Leg-Appendix-A
envelope if he can demonstrate with a successful test section that density can be achieved. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests, the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test section, must furnish certified test reports showing that their product meets all test requirements set
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under test. The Engineer reserves the right to witness all tests. 6820000 All ITS Jobs 7682-1.4.2 Field Test Requirements: Perform local field operational tests at CCTV field sites according, on an as-needed basis. 7682-2.5 Testing: 7682-2.5.1 General: Submit a detailed system acceptance test, test the testing of each color video monitor type, each secondary display output at workstations, each, to witness all tests. 682-1.4.2 Field Test Requirements: Perform local field operational tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/6820000.fhwa.pdf?sfvrsn=41c1b681_0GL-11 MSE Wall (2017-2018) clean
wall select backfill material is tested at the source, and signed and sealed certification report, material is tested per type at point of placement, and reported to the Department electronic, backfill for proper placement and test the compaction of the fill in accordance with plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-11-mse-wall-(2017-2018)-clean.pdf?sfvrsn=f9a4041c_0GL-11 MSE Wall (2018-2019) clean
wall select backfill material is tested at the source, and signed and sealed certification report, material is tested per type at point of placement, and reported to the Department electronic, backfill for proper placement and test the compaction of the fill in accordance with plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/guidelist/inspectguidelist/fy1819/gl-11-mse-wall-(2018-2019)-clean.pdf?sfvrsn=2e1ff9e7_29711004.origind
: Laboratory samples shall be tested in accordance with ASTM D4960 and shall meet the following criteria: Property Test Method Minimum Maximum Softening Point ASTM D36 195°F - Hardness of Skid Resistance, of the pavement markings shall provide a minimum initial skid resistance value of 55 BPN when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9711004.origind.pdf?sfvrsn=bbbe15ca_01450302.FHWA
material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected, the stratum or stockpile unsuitable for construction of the reinforced fill volume if an individual test, approved by the Engineer. Submit a copy of certified test results and a certificate of compliance, prior to delivering the backfill to the site. Use a Department-approved testing laboratory for all testing. Submit an alternate design, prepared in accordance with 145-2, when backfill meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1450302-fhwa.pdf?sfvrsn=285f69cc_4informational-guide-design-of-traffic-signal-detection-technologies_september-2022
and the shielded lead-in cable. 5.1.4.2 Calibration and Testing • Each loop is required to be tested for conformance to FDOT requirements. Tests include: o Measuring the series resistance along the loop, the resistance of the insulation, using an insulation tester (“megger”). If the insulation is less than
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. 4 . 1 G e n e r a l : S u bject the MFES to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for consideration and approval. The Engineer reserves the right to witness all FATs. Complete the tests within five calendar days. 784-1.4.2 Field Testing: Once, to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer, that the MFES operates properly during and after being subjected to the environmental testing procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/7840000-impl.pdf?sfvrsn=ee179d54_45610000.resp
and solvents and thinners to be used, is there any testing done to make sure it tests non-hazardous, to Industry Review. 2. 561-2.1: The second paragraph is not clear enough about what tests are to be run for what elements. Response: For overcoating systems, no tests are to be run. The overcoating system will be specified in the plans based on testing performed during the paint condition, for testing. Response: Agree. Sentence has been modified as follows: “Submit samples to an approved
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all tests. 682-1.4.2 Field Test Requirements: Perform local field operational tests at each local, in the video display system test the testing of each color video monitor type, each secondary display, being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, lower half with a clear, rain repellant product prior to final acceptance. 682-1.4 Testing, test (FAT) on equipment covered in this Section. Develop and submit a test plan to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/6820000.resp2.pdf?sfvrsn=e8032499_07000000FHWA
is at least 2,500 psi [17 MPa]. Determine concrete strength from tests on a minimum of two test cylinders, of the panels and at 90 degrees to the line as noted in the appropriate test referenced below: Mechanical Property Minimum Requirement PSI [MPa] Test Tensile Strength 10,000 [70] ASTM D 638 [ASTM, [0.000032 mm/mm/ºC)] when tested in accordance with ASTM D 696. 7000000.D01.doc All jobs 4 7, D 3841 following a 3,000 ± 100 hour weatherometer test. 8. Fire Resistance: Ensure that the extent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul05/files/7000000fhwa.pdf?sfvrsn=845abc68_06300000.FHWArevised
or a similar sealant suitable for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results, and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace, in the plans and Design Standards. 630-2 Materials. Use materials that have been tested and listed, , installing, and testing the locate wire is included in the cost of the conduit. Furnishing and installing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/6300000.fhwarevised.pdf?sfvrsn=9474ae9e_0BMRM Chapter 5
of field testing is that no cores are taken, i.e., the test is performed on the concrete surface, be obtained and lab tested if more accurate values are needed. Chloride Profile This test determines, Testing, Flow Test .......................................................... 5-16 Figure 5.2 Concrete, Tests: Hammer (left) and Chain Drag (right) .......................................... 5-28 Figure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/bi/reference-manual/bmrm-chapter-5.pdf?sfvrsn=7f21f2f_0Chapter 5: Concrete Basics
of field testing is that no cores are taken, i.e., the test is performed on the concrete surface, be obtained and lab tested if more accurate values are needed. Chloride Profile This test determines, Testing, Flow Test .......................................................... 5-16 Figure 5.2 Concrete, Tests: Hammer (left) and Chain Drag (right) .......................................... 5-28 Figure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/str/bi/reference-manual/chapter-5-concrete-basics.pdf?sfvrsn=13f9d595_09310101.FHWA
of reinforcing steel shall be based on test samples taken randomly by the Department and manufacturer’s certified mill analysis of test results meeting the specification limits of the ASTM or AASHTO designation for the particular size, grade and any additional requirements. Randomly taken test samples and certification of test values, representing each production LOT of reinforcing steel, shall be provided to the Engineer for each Contract prior to use. Randomly taken test samples shall be cut from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9310101.fhwa.pdf?sfvrsn=a6d9f0ab_0