9191 search results for test
SS4100000
herein: Prepare,cure,andtest the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, must not be shipped to the project site. Reduce the frequency of absorption tests to one test every, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, of aggregates are not applicable when using dry- cast concrete. 410-3 Materials Acceptance and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4100000.pdf?sfvrsn=d503a7a8_0SS4100000
Materials Acceptance and Testing of Precast Box Culverts. 410-3.1 General: Meet the requirements of Section 346, except as modified herein: Prepare,cure,andtest the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing, . Perform absorption tests on specimens from each LOT of dry-cast production i accordance with the test, the frequency of absorption tests to one test every five LOTs when the results of five consecutive LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss41000008dafa89069474a29b2eb98e388897b2e.pdf?sfvrsn=b0d439cb_0SS4100000
herein: Prepare,cure,andtest the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, must not be shipped to the project site. Reduce the frequency of absorption tests to one test every, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, of aggregates are not applicable when using dry- cast concrete. 410-3 Materials Acceptance and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4100000142039648e4f4f7494d6e84b51e528df.pdf?sfvrsn=17e7bd7b_0SS4100000
Materials Acceptance and Testing of Precast Box Culverts. 410-3.1 General: Meet the requirements of Section 346, except as modified herein: Prepare,cure,andtest the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing, . Perform absorption tests on specimens from each LOT of dry-cast production i accordance with the test, the frequency of absorption tests to one test every five LOTs when the results of five consecutive LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss4100000.pdf?sfvrsn=d9db2735_0SS4100000
herein: Prepare,cure,andtest the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, must not be shipped to the project site. Reduce the frequency of absorption tests to one test every, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, of aggregates are not applicable when using dry- cast concrete. 410-3 Materials Acceptance and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4100000.pdf?sfvrsn=d02e629b_0SS4100000
,andtest the test cylinders in accordance with ASTM C 31 and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided that it, to the project site. Reduce the frequency of absorption tests to one test every five LOTs when, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, are not applicable when using dry- cast concrete. 410-3 Materials Acceptance and Testing of Precast Box Culverts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4100000e6abcce6dd034dfb80f68aa1020cfbe3.pdf?sfvrsn=acf8e54a_04300480RESPON
suggest we stick with well known and readily available technology, such as the physical mandrel test, of 430-4.8. The next sentnece requires a mandrel be used for further testing. Response: Agree, testing' from the 4th sentence of the paragraph. Use of a manrel seems to be required if additional testing of pipe is required. Response: Disagree. Want to leave options to allow re-videoing and laser ring reports as “further testing.” Will leave spec as drafted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4300480respon.pdf?sfvrsn=70fd2567_04300480COMM
inspection and 10% deflection testing with a mandrel or other method capable of physically determining the deflection in the pipe. Deflection testing is also required on any areas, pipe. For example, helically manufactured corrugated metal pipe likely cannot be tested with this method and will rely on the standard mandrel test to determine acceptance, while issues with rigid, . AASHTO requires 100% video inspection and 10% deflection testing. Given the complexity and time
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4300480comm.pdf?sfvrsn=994ee0df_06840100-724IMPL
and testing at the installed equipment location according to the approved test plan. Perform the following, and testing at the installed equipment location according to the approved test plan. Perform, Ethernet network cables are compliant with the EIA/TIA-568-B standard. 684-4 Field Acceptance Testing. 684-4.1 General: Conduct field acceptance testing in accordance Section 611. 684-4.2 MFES Field Acceptance Testing: Conduct inspection and testing at the installed equipment location according
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6840100-724impl.pdf?sfvrsn=c430b77b_1drb116
Department of Transportation. During testimony Southern Culvert stated they were held to water tight, , District Materials Engineer reported FDOT technicians witnessed failing test at the plant and repeated test by Southern Culvert confirmed leakage problem. Southern Culvert proposed changes in o- ring, . The stamp does not include test for acceptability of joint fit. Southern Culvert acknowledged, not being followed (d) Cast test of acceptability of manufacturing was done prior to 1984. Ken
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d2/drb116.pdf?sfvrsn=9227723b_06600000.resp
certified detectors have been thoroughly tested and validated by TERL, I suggest that the specification, them, while keeping in perspective the monetary cost involved with such test procedures. Response: We agree that in-depth testing of penetration rate as part of field acceptance testing, to produce acceptable match rates. We recommend that field acceptance tests be used to verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/6600000.resp.pdf?sfvrsn=c9a23f6c_06300003RESPON
testing for the locate wire. This test would confirm the conductivity of the wire. The locate wire, include a test that ensures we have conductivity in the locate wire? The locate wire called for outside, to be tested to show it continuous and has no breaks. If it is broken, have the contractor replace, the cost of testing the wire. Response: Sections 630-4.2 and 630-4.4, Paragraph 1, Lines 43 and 49 The cost of testing has been added in Section 630-4.2 and Section 630-4.4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/6300003respon.pdf?sfvrsn=8d253ae3_03300000.d02.resp
of 3/8 inch that the Engineer deems to be objectionable in accordance with 330-12.5.1." The test method already identifies how to the testing is to be done and therefore the existing wording, paths. Test method states this. No change is needed. 330-12.4.6.1 and 2 where not changed, however, Committee input is needed. 330-12.5.2 should be “Acceptance by Profilograph: Smoothness testing for acceptance will be performed by the laser profilograph in accordance with this section. Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3300000.d02.resp.pdf?sfvrsn=3d13ab6d_03301200Respon
necessary, will be added to the test method at a later date. Comment: 330-12.4.2 Test Method: Change, " of each lane being tested. Response: Since this change will impact the construction training, the Special Provision that specifies that the acceptance testing for roadways with design speeds of 50, in such acceptance testing. The criteria for application of this requirement is clear (design speed of 50 MPH, . To the contrary - if we are always going to use the laser profiler for acceptance testing in those
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3301200respon.pdf?sfvrsn=f8a66189_0SR 50 Time and Compensation Adjustment
the base and A-7 material... "Test holes by project personnel ... showed ground water present, concrete was replaced on US41 due to failing test results per specifications and some asphalt, standing because of the non use of the temporary drains. The L-3 lane also had failed density testing, and 1125, dated August 14, 2002 as well as testimony by the Contractor’s expert, the Board recommends
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d7/sr-50-time-and-compensation-adjustment.pdf?sfvrsn=ddda2555_0SPM7000106-723origind
. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submitted to the Engineer, representative. 700-6.15 Pre-installation Field Testing: Conduct pre-installation tests on all, . 700-6.16 Installed Site Tests: Conduct Intelligent Transportation System Device Installation testing, in sections that fit into available galvanizing vats. Provide magnetic particle testing on 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/review-package/spm7000106-723origind.pdf?sfvrsn=bca0e302_2CM-663-01 Signal Priority and Preemption System
in this field. Physical Inspection TERL Test Cases (Steps): SPPS002 (Step 1) FORMTEXT FORMTEXT, and Physical Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test, in this field. Physical Inspection TERL Test Cases (Steps): SPPS002 (Step 3) FORMTEXT FORMTEXT, and Functional Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test, . TERL Test Cases (Steps): SPPS001 (Step 3), SPPS003 (Steps 15, 16) FORMTEXT FORMTEXT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-663-01-signal-priority-and-preemption-system.docx?sfvrsn=6f5ffabd_1July 2022 Update Summary
. Skid Resistance test is being changed in Specification 974 from BPN to DFT testing to better, Materials Office to add resolution for LOT based testing. SS1600405 -Stabilizing. To include, The changes are proposed by Wayne Rilko to update test language and replace the warm mix hyperlink link, . The hyperlink was replaced with one that goes directly to the bituminous material Systems. The test language updates corrected AASHTO and ASTM test method names to remove the year from the test. 22
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/july-2022-update-summary.pdf?sfvrsn=4a0b2dd5_2D7 FIN 258667 granite supply, RPMs, MOT
in the Florida Sampling and Testing Method FM 5-541. Per this memorandum it is the Department’s responsibility to perform testing to determine specification compliance with initial retro reflectance. TCP, requirements to the contrary stated in the Florida Sampling and Testing Method FM 5-541 and makes it the Departments responsibility to perform the testing. TCP introduced a January 14, 2005, memo, to January 2004 FDOT was responsible to test initial reflectivity within three (3) days if visual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d7/d7-fin-258667-granite-supply-rpms-mot.pdf?sfvrsn=54703f16_03340104.impl
and corrections made to correct the problem. After resuming production, sample and test the material, . Intheevent that a Gmm test result differs by more than 0.040 from the mix design Gmm, investigate the causes, a n t T e s t i n g : A t t h e c o mpletion of each LOT, the Engineer will test a minimum of one Verification split sample randomly selected from the LOT. Results of the testing and analysis, for 1-1/2 hours, plus or minus 5 minutes, reduced to the appropriate testing size, and conditioned
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3340104.impl.pdf?sfvrsn=15c16361_0