8978 search results for test
Section82V2-redln122
of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods, test methods and Specifications . Makes readily available, the current certification on testing, compressive strength of two test cylinders, tested at the same age. Acceptance of Structures Each LOT, Specifications, and Part II Tests Florida Department of Transportation Specifications for Road and Bridge, pertain to the inspections, measurements, and necessary tests to substantiate materials and Products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section82v2-redln122.pdf?sfvrsn=b4998dac_1Section82V2-726redln
is the average compressive strength of two test cylinders, tested at the same age. Acceptance, testing machine, laboratory scales and plastic concrete test equipment. I. Identification number, No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/redline/section82v2-726redln.pdf?sfvrsn=a8777b90_1SS7810000
. The operational status may also be tested when the TMC or a laptop computer prompts a pixel test. Ensure, for inspection and maintenance. Provide labeled test points for checking essential voltages. Ensure, microns in diameter and larger. Ensurethattheventilationsystem is automatically tested once each day, and that it may be tested on command from remote and local control access locations. Ensure, ’s (CIE) requirements as detailed in Test Method A of the CIE 127 (1997) standard. Provide the LED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7810000.pdf?sfvrsn=558339c_07810100.FHWA
be tested when the TMC or a laptop computer prompts a pixel test. Ensure that a log file can, test points for checking essential voltages. Ensure that all external connections are terminated, and filterventilation system is automatically tested once each day, and that it may be tested, with the International Commission on Illumination’s (CIE) requirements as detailed in Test Method, that demonstrates testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i x e l c o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7810100.fhwa.pdf?sfvrsn=70a82177_09250000.origind
? Currently curing compound is accepted based on pre-testing done by the State Materials Office with project based testing performed after 6 months up to one year for every batch. A batch is defined, of acceptance for curing compound from pretesting and acceptance testing to QPL Provide criteria, and testing at the project site to ensure that the curing compound being used is consistent with product, personnel will not have to determine if the pretest is still valid or if the material needs to be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9250000.origind.pdf?sfvrsn=dc6932f6_0117eBook_SS_DLH
ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood, or letter designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time, by the Contractor. Laboratory. The official testing laboratory used by the Department. 5 Major
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook_ss_dlh.pdf?sfvrsn=26faa05d_0117eBook
ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood, or letter designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time, by the Contractor. Laboratory. The official testing laboratory used by the Department. 5 Major
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook.pdf?sfvrsn=bb783e70_0GL-04 Earthwork (2018-2019) clean
equipment used on the project? [120-10] 9. Ensure that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test, is used when density test results are evaluated for materials acceptance? Are the appropriate materials, required density test results are documented on current forms provided by the department in accordance, of stabilized subgrade is treated as a separate operation from rock base and the sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/guidelist/inspectguidelist/fy1819/gl-04-earthwork-(2018-2019)-clean.pdf?sfvrsn=48b36a62_2GL-04 Earthwork (2017-2018) clean
equipment used on the project? [120-10] 9. Ensure that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test, is used when density test results are evaluated for materials acceptance? Are the appropriate materials, required density test results are documented on current forms provided by the department in accordance, of stabilized subgrade is treated as a separate operation from rock base and the sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-04-earthwork-(2017-2018)-clean.pdf?sfvrsn=da5bae37_01610000.comm
: If this test result does not meet the specification requirements, then adjust the design in the field. Suggestion: add with Engineer's approval. The sentence now should read: If this test result does, and increasing the distance/total number of tests - how does one handle a project that is built in short, toward larger Lots and longer consecutive distances before reduced testing is an option. My question, , "The Engineer will collect two samples of the mixed subgrade for LBR and Soil Classification testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1610000.comm.pdf?sfvrsn=48f0cbbc_03501303-724FHWA
test cylinders for strength and maturity curve correlation testing. The compressive strength, in accordance with ASTM C31 and tested in accordance with ASTM C39, indicate a compressive strength of at least 2,2002,000 psi (cure these test cylinders in a manner identical to the corresponding, to traffic. b.Verify the strength of the last slab of each day’s placement. Fabricate three test cylinders for strength and maturity curve correlation testing. The compressive strength cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3501303-724fhwa.pdf?sfvrsn=ad18bc25_29160101.impl
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, of 260ºF for all grades. 4.Theintermediate test temperature at 10 rad/s. for the Dynamic Shear Rheometer test AASHTO T 315 shall be 25ºC for all grades. 5.AnadditionalhightemperaturegradeofPG67isaddedforwhichthehightest temperature at 10 rad/sec for the Dynamic Shear Rheometer test AASHTO T 315 shall, and include a report of test results from an independent laboratory confirming the material meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/9160101.impl.pdf?sfvrsn=62dda803_09940203.origind
inks and overlay materials must be tested in accordance with, and meet all the performance, included in the APL application must be tested and meet the requirements identified in ASTM D4956, consisting of inks and/or overlays will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. Panels for testing sheeting must be prepared in accordance with 994-3 for testing. The in-service life for the sign sheeting system will equal the life
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9940203.origind.pdf?sfvrsn=8faa3774_09850000int
be tested by an independent third party in accordance with the methods shown. All testing and reported, is needed from direct shear/pullout tests and Pullout Resistance to Scale Correction Factor (α) for pullout tests. Justification: The current language includes requirements for the geotextile selection, shear tests for reinforcement geosynthetics to better align with what is used for design. Do, Product Evaluation & Audit Solutions: Test Results Product meets requirements of this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9850000int.pdf?sfvrsn=57c199d0_19850000ind
be tested by an independent third party in accordance with the methods shown. All testing and reported, is needed from direct shear/pullout tests and Pullout Resistance to Scale Correction Factor (α) for pullout tests. Justification: The current language includes requirements for the geotextile selection, shear tests for reinforcement geosynthetics to better align with what is used for design. Do, Product Evaluation & Audit Solutions: Test Results Product meets requirements of this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9850000ind.pdf?sfvrsn=fd3f7b50_1drbsig1
the data provided and all the testimony the Board has determined that there is no entitlement due
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/drbsig1.pdf?sfvrsn=72c72beb_0T3043_FPN220442-5_SR10_RelocateGasMain
documents to the Board prior to the hearing. Both parties gave testimony to clarify written documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d3/0708/t3043_fpn220442-5_sr10_relocategasmain.pdf?sfvrsn=cb90989e_2E3E19_417474-2_ I-10BridgeReplace_GrindingGroovingSpec5-12NewInfo
documents to the Board prior to the hearing. Both parties gave testimony to clarify written documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d3/0708/e3e19_417474-2_-i-10bridgereplace_grindinggroovingspec5-12newinfo.pdf?sfvrsn=25aa4c28_2330090405InternalCommentResponse
Specification Section 330 Subarticle 330-9.4.5 ORIGINATION Date: 4-23-24 Name: Richard Hewitt Email: Richard.Hewitt@dot.state.fl.us COMMENTARY The IRI Incentive Disincentive SP and MSP have resulted in Smoother Pavements with less straightedge testing, thus increasing safety by reducing the need for workers to straightedge areas that will be tested with the laser profilers. Moving it, be used and those areas, rather those areas, “…will be tested and accepted by straightedging
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/internal/comments-responses/330090405internalcommentresponse.pdf?sfvrsn=2fb97ea8_19140000.comm
of tests - how does one handle a project that is built in short segments? Specifically, consecutive distances before reduced testing is an option. My question to the Department is how many, . (see 914-3 for qualifying tests for these conditions.) For certification purposes, how will one know when these qualifying tests are required? This should be more specific as to what tests need to be completed. 914-3 Testing of Materials for Use as a Stabilizer: The organic content shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9140000.comm.pdf?sfvrsn=3a4493f7_0