9191 search results for test
SP1610000
for stabilizing material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer. Furnish copies of reports for all tests and calculations used in determining the spread rate, will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, and the stabilizing material for verification tests. Make a separate determination of the spread rate, rate of stabilizing material used, based on test data and calculations submitted by the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp1610000.pdf?sfvrsn=900e6a40_0SP1610000
for stabilizing material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer. Furnish copies of reports for all tests and calculations used in determining the spread rate, will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, and the stabilizing material for verification tests. Make a separate determination of the spread rate, rate of stabilizing material used, based on test data and calculations submitted by the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp1610000.pdf?sfvrsn=cd613063_0SP1610000
for stabilizing material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer. Furnish copies of reports for all tests and calculations used in determining the spread rate, will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, and the stabilizing material for verification tests. Make a separate determination of the spread rate, rate of stabilizing material used, based on test data and calculations submitted by the Contractor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp1610000.pdf?sfvrsn=5a9c1ecc_0SP1610000
for stabilizing material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer. Furnish copies of reports for all tests and calculations used in determining, and the stabilizing material for verification tests. Make a separate determination of the spread, spread rate of stabilizing material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1610000.pdf?sfvrsn=b664f719_0SP1610000
for stabilizing material. Base the spread rate on tests performed by a testing laboratory approved by the Engineer. Furnish copies of reports for all tests and calculations used in determining, and the stabilizing material for verification tests. Make a separate determination of the spread, spread rate of stabilizing material used, based on test data and calculations submitted by the Contractor and any verification tests or independent calculations the Engineer deems necessary. 161-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp1610000.pdf?sfvrsn=bc0c77bb_09900400-722impl
tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature range of 40°F to 80ºF using a jaw speed of 0.25 inches, % when tested in accordance with ASTM D638. 990-4.9 Plastic Pull test: The stripes and markings shall, to 80ºF. Rectangular test specimen size shall be 6 inches by 1 inch by 0.05 inches minimum thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9900400-722impl.pdf?sfvrsn=6f3493ee_29340000
are not allowed. 934-3 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: Making and Curing Concrete Test Specimens in the Laboratory, : Property Test V a l u e C ompressive strength one day 2,500 psi [17 MPa] minimum 3 days 5,000 psi, (QPL). Materials included on the QPL require no additional testing. Materials remaining in storage, for testing at the State Materials Office. The unit sample submitted for testing shall be a single
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9340000.pdf?sfvrsn=64841c40_03460200-722FHWA
Definition: The strength test of a LOT is defined as the average compressive strengths tests, -Reinforced Concrete No Test Needed Reinforced Concrete Slightly Aggressive Environment 0.70, immediately for every mix design if chloride test results exceed the limits of Table 346-5 until, from the mix design failing chloride test results to the previous passing test results. 346-3.4.3 Surface Resistivity Test: Ensure that the Class II (Bridge Deck), Class IV, Class V, Class V
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3460200-722fhwa.pdf?sfvrsn=7883f617_27150100.resp
/n 53373 and Hapco p/n 16383 dampers were tested. From the plots of strain gage data, for each test, , there is no published accepted test method for determining performance of damping devices in lighting poles, experience and testing, we believe that second mode “2 % critical damping” is not attainable, second mode vibration of our aluminum pole products. We agree that a method of testing damping these devices should be developed. The test needs to measure the device effectiveness in second mode
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7150100.resp.pdf?sfvrsn=19a45d00_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_91200008
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_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_0Section6.3V2 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_09740000-722comm
Testing Product Evaluation Program should read National Transportation Product Evaluation Program, and origination form indicate the addition of snow plow testing criteria. I do not see any verbiage with regards to snow plow testing within the contents of 9740000. 2. For Color/Contrast testing (ASTM D5894 or ASTM D4329): a. It is indicated that the testing shall be conducted both before and after exposure testing. This would be a significant cost increase over the previous version to include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9740000-722comm.pdf?sfvrsn=e79001d2_23460000.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_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_0