8978 search results for test
Jan2015eBook
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, designation, or combination of numbers and letters, designates a specification, test method, or other, , specifications, test methods, or other codes as specified in the current edition at the time of the bid, performed by the Contractor. Laboratory. The official testing laboratory used by the Department. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/ebook/jan2015ebook.pdf?sfvrsn=c988124f_0Jan2015ebookSignedSealedDLS
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, designation, or combination of numbers and letters, designates a specification, test method, or other, , specifications, test methods, or other codes as specified in the current edition at the time of the bid, performed by the Contractor. Laboratory. The official testing laboratory used by the Department. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/ebook/jan2015ebooksignedsealeddls.pdf?sfvrsn=fd785005_4Section6.3V2 redln
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, the following test method: a. Perform the unit weight (density) tests of each sample taken in accordance, pertain to the inspections, measurements, and necessary tests to substantiate Topic, to perform specified inspections and tests and maintain an acceptable QC program in compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/redline/section6-3v2-redln.pdf?sfvrsn=2064061_15270000.origind
to be changed? The changes are required up update the test methods for slip-resistance, wear resistance and adhesion/bond strength. Summary of the changes: The ASTM tests currently in the Specification, . The changes in this revision reflect new Florida tests for applied detectable warning materials, Florida test methods were developed by the FDOT State Materials Office staff in coordination, standards for testing for detectable warnings on walking surfaces
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5270000.origind.pdf?sfvrsn=a0ae3af5_0SP3300802.FHWA
for testing with the laser profiler will be tested and accepted by straightedging. Test all pavement lanes, Test MethodLaser Acceptance: Perform all straightedge testing in accordance with FM 5-509 in the outside wheel path of each lane. The Engineer may require additional testing at other locations, in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested, Control Testing: Furnish a 15 foot manual and a 15 foot rolling straightedge meeting the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/sp3300802.fhwa.pdf?sfvrsn=83cc5c62_0SP3300802.FHWA2
not suitable for testing with the laser profiler will be QC tested and accepted with the straight edge, profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where the width, lanes, and other areas not suitable for testing with the Laser Profiler will be tested and accepted, in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested, the requirements of this Specification. 330-9.4.1 GeneralProcess Control Testing: Furnish a 15 foot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/sp3300802.fhwa2.pdf?sfvrsn=c0f2bfa5_03460010Origin
, obtain and test the cores and report the data to the Engineer within 14 days of the 28 day compressive strength tests. Core strength test results obtained from the structure will be accepted by both, : When a concrete acceptance strength test result falls more than 10% or 500 psi [3.5 MPa] below, into the structural adequacy of the LOT of concrete represented by that acceptance strength test result, additional strength testing as necessary to determine structural adequacy of the concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3460010origin.pdf?sfvrsn=6a58ec09_0SS7810000
and maintenance. Provide labeled test points for checking essential voltages. Ensure that all external, is automatically tested once each day, and that it may be tested on command from remote and local control access, ) requirements as detailed in Test Method A of the CIE 127 (1997) standard. Provide the LED, of certification from the LED manufacturer that demonstrates testing and binning according to the CIE, other string or pixel. Provide a pixel test as a form of status feedback to the TMC from the local
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss7810000.pdf?sfvrsn=4fef4501_0SS7810000
and maintenance. Provide labeled test points for checking essential voltages. Ensure that all external, is automatically tested once each day, and that it may be tested on command from remote and local control access, ) requirements as detailed in Test Method A of the CIE 127 (1997) standard. Provide the LED, of certification from the LED manufacturer that demonstrates testing and binning according to the CIE, other string or pixel. Provide a pixel test as a form of status feedback to the TMC from the local
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7810000.pdf?sfvrsn=58e169ff_01200008
approves the compaction effort. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet, effort or soil classification, failing QC test or when the QC tests cannot be verified, construct, demonstrated with a successful test section, the possession and control of compacting equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1200008.pdf?sfvrsn=9349dc24_01200008respon
. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2, test or when the QC tests cannot be verified, construct a new test section. The Contractor may, than 12 inches [300 mm] compacted thickness, after having demonstrated with a successful test section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1200008respon.pdf?sfvrsn=fee1fbb6_02000000comm
selection of test locations at set frequencies. Consider adding a frequency for the bottom tests, and a top half test? Two tests in the same hole are easy to do and do not require the top layer be removed. I would advocate this for all VT tests on production lots and not for the test section, or as appropriate for the materials in question. 200-5.2 Para 3 Which test will be verified? The full depth or the bottom 6" or both? Does the Verification test need to compare as well as pass? 200-5.2 Para 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/2000000comm.pdf?sfvrsn=92b466c3_01200702.impl
construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2. Identify the test section with the compaction, or soil classification, failing QC test or when the QC tests cannot be verified, construct a new test, thickness, after having demonstrated with a successful test section, the possession and control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/1200702.impl.pdf?sfvrsn=c50e42a0_03460000.resp
component material. Ensure the chloride test results from the testing lab are submitted to the concrete, steven.plotkin@dot.state.fl.us Comment: (10-29-10) Looks good except that the automated slump test provision, " and the target is 6", you perform a slump test and rejected a load of 8" slumped concrete. You also, and verified as correct from the slump test? Suggest adding a sentence that anytime the slump, , perform a slump test. Reject concrete not meeting the specified tolerance. Do not accept any new loads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3460000.resp.pdf?sfvrsn=8b81dd96_09620000.D02FHWA
and test the fastener assembly components in accordance with ASTM B 602 Table 2 for nondestructive tests, Certified Mill Tests Reports (MTR) to the Engineer for all metal materials to be used in fabrication, and will include actual values from required tests. Check the MTRs against the appropriate, , B = bars 962-21.2 Testing: For structural steel subjected to tensile stress used for main load, Jobs provide castings to Grade 414-276-18. In addition to the specified test coupons, test specimens
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/9620000.d02fhwa.pdf?sfvrsn=9ab6ba77_0lbrsamples
: February 1, 2019) Test the sample in accordance with Florida Method of Test for Limerock Bearing Ratio Designation – FM 5-515 Follow the instructions in the test procedure FM5-515 for base material. The sample test results will be used to evaluate FM 1-T 180 and FM 5-515. Enter your test results in MAC. Follow the instructions below the test report form. Be sure to report test results to the required accuracy specified on the reporting sheet. The test report forms are available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/lbrsamples.pdf?sfvrsn=452738fd_91050811.impl
Concrete Manufacturing Facilities: 105-8.11.2.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician certification. 105-8.11
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1050811.impl.pdf?sfvrsn=c9914b52_09330000.origind
Testing Requirements for Qualification of Producers of Prestressing CFRP Strands Property Test M e, Testing requirements for Product Acceptance of Prestressing CFRP Strand for a Project Property Test M e, for Prestressing: CFRP strand shall meet the requirements of ACI 440.4, following the test methods from ACI, % of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing SteelStrand and Bar. 933-5.1 General: Tests shall be performed to determine the physical
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will verify the compaction of the rolling pattern by density tests, . In changing the Lots to consecutive feet and increasing the distance/total number of tests - how, before reduced testing is an option. My question to the Department is how many projects, of construction are allowed in Non-Traffic construction to reduce testing requirements. Traffic construction, to perform the QC testing (CTQP certified techs are identified in the QC Plan), etc. We feel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2000000.resp.pdf?sfvrsn=fc4c6f7b_02000200.FHWA
and testing. f. Method for sampling and reporting test results. 3. The Engineer will coordinate its, sampling and testing. Material will be accepted if test results meet the requirements of this section. 8, of this section and no individual LBR test result is less than 120, the sampling and testing frequency may, , build a preliminary stockpile not to exceed 1,000 cubic yards. 5. Collect and test a minimum, . The District Materials Office will sample and test the preliminary stockpile to verify compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/2000200.fhwa.pdf?sfvrsn=392e20d_0