8999 search results for test
fdot-bed25-977-14-rpt
was built upon previous research that identified and tested several products, expanding the analysis, . Vendors collaborated with the research team to conduct feasibility tests and validate system, 4.3 Test Site Selection, comprehensive testing, analysis, and the development of implementation guidelines, this project sought, project, which identified and tested several products. • Develop evaluation, implementation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-14-rpt.pdf?sfvrsn=ccc8707f_39710104-122resp
need to be retested using the NTPEP field test? Do we need to add that the NTPEP testing needs, for testing Standard Thermoplastic in APL test deck, Evaluation Program (NTPEP) field test data.” Should be reworded to read: “For standard paint, Program (NTPEP) field test data.” Response: We agree and will proceed with suggested language, component. The Department will test standard thermoplastic and profiled thermoplastic pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9710104-122resp.pdf?sfvrsn=a731b128_44620000FHWA
for the 0.5 gallon test device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device, or less, perform a fluidity test on a per batch basis. For fluidity tests done on a per batch basis, . Discard grout used for testing fluidity. 3. Perform fluidity test for each tendon to be grouted without, test. 7. Do not re-start grouting operations until such time that testing shows grout meets, PT system. Inclusion of all possible subcomponents is required for PT system and component testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4620000fhwa.pdf?sfvrsn=fef5c03f_2CM-684-03 Managed Field Ethernet Switch
converter must be tested with the device, e.g., in the temperature chamber. A completed Testing, Inspection TERL Test Cases (Steps): MFES002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, in submittal. TERL Test Cases (Steps): MFES001 (Step 1), MFES004 FORMTEXT FORMTEXT Init, Document Review FORMTEXT Indicate location of requested information in submittal. TERL Test Cases, information in submittal. TERL Test Cases (Steps): MFES001 (Step 3) FORMTEXT FORMTEXT Init
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-684-03-managed-field-ethernet-switch.docx?sfvrsn=5742de13_1Section63V2
Construction. American Society for Testing and Materials (ASTM) Standard Test Methods, . Ensures that testing equipment is properly maintained in accordance with the applicable test, test method: 6.5. a. Perform the unit weight (density) tests of each sample taken in accordance, include the QC test methods, inspections, and minimum frequency and LOT sizes of tests that are used, will perform periodic quality assurance (QA) inspections, sampling, and testing to ensure of the quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section63v2.pdf?sfvrsn=55bf8127_13340802impl
is deleted and the following substituted: 334-8.2.2 Two or Less Sublot Test Results: In the event that two or less sublot test results are available for a LOT, Pay Factors will be determined based, there is only one sublot test result and use the 2-Tests column when there are two sublots. Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation Asphalt, ), - (>2.12) Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3340802impl.pdf?sfvrsn=38c226c5_29320300.impl
reinforcing bars shall meet the requirements of ACI 440.6 following the test methods from ACI 440.3. Use, : Extractstraightportionsfrom bent bars of sufficient length to be tested according to ASTM D7205, testing, may be used. 932-3.4 General Additional Requirements: Meet the applicable requirements, . Producers seeking evaluation of a product in accordance with this Specification must submit test, personnel with actual experience running the test methods for FRP reinforcing bars. Submit the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9320300.impl.pdf?sfvrsn=382ec010_0DEV105-346-MM92VM (5-8-23)
performing concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician, is expanded by the following: 346-8 Plastic Concrete Sampling and Testing. QC tests include air, of all trucks if the QC truck has failing test. Perform plastic properties tests of concrete on all, by the DMRE. For initial design changes, provide uniformity test data, based on ASTM C94 testing, the required QC sampling and testing of plastic and hardened concrete, including the chloride tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev105-346-mm92vm-(5-8-23).pdf?sfvrsn=a954fa8a_44460300.origind
: Edgedrain(Draincrete) – Control of Quality/Sampling and Testing Origination date: November 3, 2006, the use of the word “LOT” in association with the sampling and testing. Recommended Usage Note, the use of the word “LOT” in association with the sampling and testing, tests or independently verifiable commercial mixes, that draincrete produced in accordance, and in accordance with FM 5-570 to determine the drain rate. A minimum of two test cylinders will be made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460300.origind.pdf?sfvrsn=7243f8c5_04551508DB.origind
and local regulatory authorities. Perform the following tests on the polymer slurry in the shaft excavation, Polymer Slurry Properties Item to be measured Range of Results at 68ºF Test Method Density 62 to 65, for the project. Mixed Polymer Slurry Properties Item to be measured Range of Results at 68ºF Test Method Sand, in accordance with the manufacturer’s published procedures. Test and verify the polymer slurry meets, : 455-17.6.1.2 Procedure: Perform CSL testing at least 120between 72 hours after and 25 calendar days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/4551508db.origind.pdf?sfvrsn=90adf7ed_09480200ind
Resistance of Pipes Pipe Location Test Method Test Conditions Requirement Pipe Liner FM 5-572, than 17.0 hours. Junction FM 5-572, Procedure B and FM 5-573 Full Test (2)(3) Test at 3, at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower confidence) using 15 failure time values (4) The tests for each condition can be terminated, 450 psi 500.0 hr at 158°F 650 psi Single Test (5) : Test temperature 176°F and applied stress
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9480200ind.pdf?sfvrsn=b810a5fd_19480200FHWA
Pipe Location Test Method Test Conditions Requirement Pipe Liner FM 5-572, Procedure A 10, . Junction FM 5-572, Procedure B and FM 5-573 Full Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test, failure time values (4) The tests for each condition can be terminated at duration equal, at 158°F 650 psi Single Test (5) : Test temperature 176°F and applied stress of 650 psi.; 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9480200fhwa.pdf?sfvrsn=61d24f0f_11250801.comm
Testing: Last paragraph it state “Do not apply reduced testing frequency for the first lift of pipe and last LOT. Question: 1. Why you cannot do the last LOT in a Reduced Testing capacity, what
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1250801.comm.pdf?sfvrsn=d2727e8d_01050807.impl
. Duties include final curing, compressive strength testing, and the recording/reporting of all test, i f i c a t i o n i n p e r f o rmance of required QC tests and statistical evaluation of QC test, testing on concrete for materials acceptance are qualified CTQP Concrete Field Technicians Level I. Plastic property testing will include but not be limited to slump, temperature, air content, water, will include initial sampling and testing to confirm specification compliance prior to beginning concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1050807.impl.pdf?sfvrsn=532f62c1_04130302-722origind
laboratory test data and results showing the product has been tested in accordance with the requirements, Materials Office to clarify requirements and update test methods. Please share this proposal, . Use a test method capable of measuring the gel time to the nearest 0.5 minute. 2. Do not use, are not achieved. Friction tests must be conducted in accordance with AASHTO T242, using the ribbed tire option. Secure the services of an independent enterprise with prior experience on roadway friction testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4130302-722origind.pdf?sfvrsn=ba8a19a3_29300000.resp
to be retested to FM 5-516? Response: All current products have been tested under this requirement, the testing requirements were listed. No change made. Is the intent to add 2 new categories to the QPL, High, products be tested for all physical property requirements after being mixed to the manufacturer’s, tested this way (pourable)? Response: Currently there are no products on the QPL that are denoted, and use 100 g/m 2 within parentheses, if it is essential. Response: The test method is in metric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul12/files/9300000.resp.pdf?sfvrsn=72bbd247_09320000.fhwa
notification for selecting the pads to be tested. The time required for testing shall be determined by the testing lab selected by the Contractor. All tests shall be conducted by an independent laboratory, in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3 Certification, or discontinuities and without damage to the material. Materials for pavement joints shall be tested, with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants for Portland Cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.fhwa4ddd9c7a03c2401588dee88675d66e0c.pdf?sfvrsn=8ad8f11b_09320000.FHWA
notification for selecting the pads to be tested. The time required for testing shall be determined by the testing lab selected by the Contractor. All tests shall be conducted by an independent laboratory, in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3 Certification, or discontinuities and without damage to the material. Materials for pavement joints shall be tested, with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants for Portland Cement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.fhwa.pdf?sfvrsn=5a69b699_04550502DB.resp
piles or "100% dynamic testing", the Engineer will dynamically test the first pile(s) in each bent, load tests for comparison purposes, the Contractor will be paid for an additional dynamic load test, ” qualifies both “structures without test piles” and “structures without 100% dynamic testing, on dynamic test data, and it would apply not only to EDC but also the external mounted testing. Also, testing, has determined can be used without damaging the piles. This is in agreement with your last two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4550502db.resp.pdf?sfvrsn=d9b6317f_0SS1200102
will determine test locations, collect samples, and perform tests to investigate the proposed borrow area, 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 material from any, of this construction method by successfully completing a 500-foot- long test section. For embankment, - foot-long test section. For compaction requirements of both soil and RAP, meet the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss1200102.pdf?sfvrsn=b64299fa_0