8976 search results for test
SS6110000
results from the other tests listed in 611-4. Forty-Eight Hour Test for Traffic Signal installations, , the Engineer will require the satisfactory completion of all field tests of completed installations, satisfactory completion of all field tests of completed installations in accordance with the requirements, otherwise in writing by the Engineer. 611-4 Field Tests of Installations. Perform the following tests, to accept maintenance responsibility. Continuity: Test each signal head circuit, pedestrian detector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss6110000.pdf?sfvrsn=8da9c926_0SS6110000
results from the other tests listed in 611-4. Forty-Eight Hour Test for Traffic Signal installations, , the Engineer will require the satisfactory completion of all field tests of completed, satisfactory completion of all field tests of completed installations in accordance with the requirements, otherwise in writing by the Engineer. 611-4 Field Tests of Installations. Perform the following tests, to accept maintenance responsibility. Continuity: Test each signal head circuit, pedestrian detector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss6110000.pdf?sfvrsn=41c7b75a_0SS6110000
results from the other tests listed in 611-4. Forty-Eight Hour Test for Traffic Signal installations, , the Engineer will require the satisfactory completion of all field tests of completed installations, satisfactory completion of all field tests of completed installations in accordance with the requirements, otherwise in writing by the Engineer. 611-4 Field Tests of Installations. Perform the following tests, to accept maintenance responsibility. Continuity: Test each signal head circuit, pedestrian detector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss6110000.pdf?sfvrsn=c55649d1_0SS1200000
, reduce the QC density testing to one test every two LOTs by identifying the substantiating tests, 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, or when the QC tests cannot be verified, construct a new test section. The Contractor may elect to place, meet the following conditions: QC tests must meet the specifications. Verification test must meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss1200000.pdf?sfvrsn=c8d5b1f1_0MPOAC-Governing-Board-Meeting-Package-November-2018
includes testimony and evidence upon which appeal is to be based. The needs of hearing or visually
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-governing-board-meeting-package-november-2018.pdf?sfvrsn=b9f7adcd_1MPOAC-Staff-Directors-Meeting-Package-November-2018
includes testimony and evidence upon which appeal is to be based. The needs of hearing or visually
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-staff-directors-meeting-package-november-2018.pdf?sfvrsn=e5b15cd9_1dce0801
: This is the QC Technician at the plant or mine, who obtains an acceptance sample for testing. Either, Testing: This is the QC Technician, plant or mine employee who must be qualified to obtain acceptance samples and perform acceptance tests such as gradation, minus 200 and organic impurities. The ACI, , LL, PL and PI for those technicians needing to perform these tests. Department employees working with mine sources should obtain the ACI Aggregate Field. Any person who samples or tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2001/dce0801.pdf?sfvrsn=b99b6dd3_09290200.comm
, certified test reports from an approved independent laboratory acceptable to the State Materials, and testing of fly ash shall follow the requirements of ASTM C - 3 1 1 . W h e n Class C f l y ash is used in concrete, the test results shall verify improved sulfate resistance and improved, . The durability tests of concrete shall be performed in accordance with ASTM C-1012 and FM 5-522. These tests are not enough to screen out the C ash we don’t want. I suggest C-1012 testing should be partially
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9290200.comm.pdf?sfvrsn=8c50a709_03470201.comm
provided by the Department, along with three compressive strength average test results tested, sentences. 2- Three compressive strength average test results have been mentioned. It has not been mentioned that the results of how many test cylinders are used to determine the average compressive test result. 3- The compressive strength test results should also be acceptable from the laboratory test data. The proposed change only accepts test data of production concrete. 4- The producer should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3470201.comm.pdf?sfvrsn=c0f07074_0D9340000
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, Requirements. Whentestedasprovidedin934-3,thegroutshallmeet the following requirements: Property Test, on the QPL require no additional testing. Materials remaining in storage for more than six months, be submitted to the Engineer for testing at the State Materials Office. The unit sample submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d93400009cac14062d534600b3bea32f0144a70b.pdf?sfvrsn=da6af7be_0D9340000
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, Requirements. Whentestedasprovidedin934-3,thegroutshallmeet the following requirements: Property Test, on the QPL require no additional testing. Materials remaining in storage for more than six months, be submitted to the Engineer for testing at the State Materials Office. The unit sample submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9340000.pdf?sfvrsn=f2a5b8ee_09290000.origind
the proposed Quality Control (QC) Plan, certified test reports from an approved independently approved, acceptance and to require cementitious material shipments to be individually tested prior, or verification test results. Repulpablebagsmay be accepted by the Engineer, provided a successful, materials supplier’s testing A laboratory must maintainthat is currently inspected by the Cement, e neral: Sampling and testing of fly ash shall follow the requirements of ASTM C311. Fly ash shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9290000.origind.pdf?sfvrsn=786856b3_05230000.comm
paragraph, 1 st sentence) “Manufacturers must provide a field service test installation within, finding test deck locations and difficulty getting products to last three years for the stated AADT. We certainly don’t want multiple test decks, but more importantly, I don’t think the technology, , 1 st sentence: “Manufacturers must provide a field service test installation, test installation from the manufacturer…”. Response: The language currently used is very consistent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5230000.comm.pdf?sfvrsn=b3c808e_09710104-724FHWA
when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05, or arsenic when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, to add requirement for pavement markings to be listed on the APL, update test methods, correct unit, listed in Table 1 of 40 CFR 261.24. AASHTO Product Evaluation & Audit Solutions Field Test Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9710104-724fhwa.pdf?sfvrsn=325bcae7_16600100-723impl
) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase, of the Contract Time. 660-4.4.1 True Positive Testing: Conduct this test on a closed ramp using Contractor, of test vehicles traveling at two travel speed ranges the wrong direction. For this testing, the small, Positive Testing: Conduct this test on a ramp open to the traveling public. Test the WWVDS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/6600100-723impl.pdf?sfvrsn=af1dd44c_1CR-04 Earthwork (2018-2019) clean
the requirement that all required density test results are documented on current forms provided by the department, an appropriate process to ensure that the correct Proctor is used when density tests results, ? [Spec. 120-10, 120-7] 5. Is the CEI ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test, base and the sampling and testing is conducted separately [Spec. 160-3 and 160-4] . 10. Separate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-04-earthwork-(2018-2019)-clean.pdf?sfvrsn=df9c8a0c_0CR 04 Earthwork (2017-2018) clean
the requirement that all required density test results are documented on current forms provided by the department, an appropriate process to ensure that the correct Proctor is used when density tests results, ? [Spec. 120-10, 120-7] 5. Is the CEI ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test, base and the sampling and testing is conducted separately [Spec. 160-3 and 160-4] . 10. Separate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1718/cr-04-earthwork-(2017-2018)-clean.pdf?sfvrsn=b2620e89_0718eBookRedline
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, by the Contractor. Laboratory. The official testing laboratory used by the Department. R e d l i n e, to be used in the construction of the work, together with samples that may be subjected to the tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/ebook/718ebookredline0284d6da3b0741cdbc2bf8487dc0f18b.pdf?sfvrsn=7f89920c_03460010IMP
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, strength testing as necessary to determine structural adequacy of the concrete. Furnisheither, taking any core samples. When the concrete is deemed to have low strength, obtain and test the cores and report the data to the Engineer within 14 days of the 28 day compressive strength tests. Core
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3460010imp.pdf?sfvrsn=4b78cce5_01600000.resp
. 160-4.2.4.1 - How can we have a verification test, when there is not QC? Also, we are testing, this testing but if we try to save the tax payers money by using the onsite materials, we have to test, last sentence as: The Engineer may waive these testing requirements if the additive stabilizing, to be tested? Or if it is non-plastic but doesn’t fail the organic content requirements of Section 914 because of the RAP materials, then it wouldn’t need to be tested? The way it’s written
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/1600000.resp.pdf?sfvrsn=498779b7_0