9037 search results for test
SS7000000
from tests on a minimum of two test cylinders, tested in accordance with Section 346, submits test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports for one base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss7000000.pdf?sfvrsn=2be312fd_0SS7000000
strength from tests on a minimum of two test cylinders, tested in accordance with Section 346, , provided the Contractor submits test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss7000000.pdf?sfvrsn=48fff022_0SS7000000
strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign structures in accordance, the Engineer will allow a cast base, provided the Contractor submits test reports giving evidence, physical tests and submit certified reports for one base to be used with each pole size. Use Alloy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7000000.pdf?sfvrsn=5cd6a3c9_0SS7000000
strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign structures in accordance, the Engineer will allow a cast base, provided the Contractor submits test reports giving evidence, physical tests and submit certified reports for one base to be used with each pole size. Use Alloy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss70000008bea78bbbec2408cbb01b5396b769390.pdf?sfvrsn=34c82b04_07060000IMP
with the Department’s Sampling, Testing and Reporting Guide schedule. Useonly Class B markers unless otherwise, adhesives only. The Engineer will conduct field testing in accordance with FM 5-566. Correct RPMs, . Verify that the approved LOT numbers appear on the material packages. Furnish a test report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/7060000imp.pdf?sfvrsn=20149753_04150513.comm
the end of the rebar and would consequently not have a need for the concentrated load testing. A two piece wheel spacer or folding (wraparound) would need the testing done on both sides at the juncture, test. Using terminology to differentiate the two would also be helpful to the applicant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4150513.comm.pdf?sfvrsn=14287863_07800000Comm
readers, CCTV, and video detection system on one single pole. 4) For 780-5 Testing section, recommend revision to “Provide the test procedures to the Engineer at least 14 days in advance for approval prior to commencement of testing.”
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7800000comm.pdf?sfvrsn=153f9a46_05440000.origind
location d. Transition details e. List of all components 2. Installation manuals 3. Crash testing, and meet all crash testing requirements of the National Cooperative Highway Research Program Report 350, the crash test requirements of MASH-09. 544-3 Installation. Handle and install manufactured materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/5440000.origind.pdf?sfvrsn=326645c6_01040600.comm
longevity. • Reference the ASTM test methods for large-scale testing. • Silt fence should, requires the toxicity testing; what tests are required.? I have always heard that alum needs, in their performance. The contractor must provide all of the required toxicity testing information to the Engineer, a product has been approved and has toxicity tests (such as APS products), why would every contractor, shall be 12-24 months. Performance capabilities must be determined by large-scale testing ASTM D7208
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1040600.comm.pdf?sfvrsn=72ee0247_06490000-2.FHWA
strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31, and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6490000-2.fhwa.pdf?sfvrsn=cd91b0e2_00060103.FHWA
Specifications and Design Standards. This may include certifiedAll required test reports must from anbe conducted by an independent test laboratory or other independent testing facility., certification, will consider any marked variations from original test values for a material product, failure to notify, will consider any marked variations from original test values for a product, failure to notify, as defined and detailed by the applicable Specifications and Design Standards. All required test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/0060103.fhwa.pdf?sfvrsn=3747535f_0P3Meeting082307 Minutes
conducting Independent Verification tests at frequencies necessary to gain a high level of confidence, testing and other I.E. duties. Action: Derek to strip Oversight CEI scope some more and spell out
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/ppp/pppdocuments/p3meeting082307-minutes.pdf?sfvrsn=70e63426_01050502.comm
. Some of the labs perform tests for local District Materials Offices which Construction may not immediately know of, example being VT Aggregate testing from a source. Maybe it should read as both
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1050502.comm.pdf?sfvrsn=688b7fd4_0D2800000
and transverse grades as specified in 200-7. 280-6.3 Additional Tests: Meet the requirements of 331-6.4, , the Engineer will not perform density testing for acceptance. The Contractor may apply the compactive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d2800000.pdf?sfvrsn=2d2579b6_03531002.origind
and the following substituted: 353-10.2 Maturity Method Testing: Use a maturity curve to estimate, the method. Compressive strength tests, as specified in FM 3-C1074, will be performed to produce a five
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/3531002.origind.pdf?sfvrsn=82bf16d_0STN Maintainer
. By conducting the training in this manner, students will each have the confidence and well-tested
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/train-curriculum/stn-maintainerITS Maintainer
the confidence and well-tested capability to utilize the ITSFM to full capacity immediately after
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/train-curriculum/its-maintainerGL-13 (FY17-18)
] 5. Pavement markings which do not appear to meet the initial retroreflectivity are tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-13-(fy17-18).pdf?sfvrsn=1c7ca7fe_0Item2_TicketlessAsphaltPresentation
• Getting the Bugs Out – Tested in Lab – Using actual paving data from Completed Job • Pilot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/dce/2012/march_attach/item2_ticketlessasphaltpresentation.pdf?sfvrsn=5fbd684c_2GL-13 (FY18-19)
and 700-106] 5. Pavement markings which do not appear to meet the initial retroreflectivity are tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-13-(fy18-19).pdf?sfvrsn=55335c48_0