9191 search results for test
SS7810000
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_09320203.origind
: The current specification requires all LOTs of bearing pads to be tested by taking 2 production bearing pads, . 932.2.3.2: Bearing pad LOTs of 10 or less will no longer require testing of 2 production bearing, . ThischangewasproposedbyStevePlotkinoftheStateConstructionOffice to modify storage and testing requirements for bearing pads, bridge bearing pads per LOT will be selected by the Engineer, at the project site- one for testing and one for confirmation in the event of a failing test result. For LOT sizes of 10 or less, sampling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9320203.origind.pdf?sfvrsn=f2efe651_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9330000.origind.pdf?sfvrsn=ef479120_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_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_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_01050811.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_07150603.origind
in the cast-in-place foundation is at least 2,500 psi. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7150603.origind.pdf?sfvrsn=585f3612_05480000.resp
for constructing the retaining wall volume. The test method of FM 1-T 267 only requires one sample to be tested, Comments: The only problem I have is the proposed frequency of gradation test...one per eight consecutive, too many practical problems. These test results will not be issued for at east a day if not more...etc. Suggestion: Make Gradation testing frequency one per Maximum Density for QC and Verification. 548-7.5 Frequency: Conduct sampling and testing at a minimum frequency listed in the table below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5480000.resp.pdf?sfvrsn=b338ad60_09160100.impl
unless specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test, Testing of the following as applicable by these Specifications. SUPERPAVE PG ASPHALT BINDER Test, T 240 shall be a maximum of 0.5% for all grades. 2.Theintermediate test temperature at 10 rad/s. for the Dynamic Shear Rheometer test AASHTO T 315 shall be 25ºC for all grades, Rheometer test AASHTO T 315 shall be 67ºC. 4.AllPGasphaltbindershavingahightemperature designation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9160100.impl.pdf?sfvrsn=b8d9aa73_02000000.resp
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_04550028.FHWA
: 455-2.8 Required Reports: Submit a preliminary static load test report to the Engineer within five days after completing the load test. When the Contract Documents do not require internal instrumentation, submit the final report within ten days after completing the load test. Furnish the final report of test results for internally instrumented shafts within 30 days after completing the load test. Include in the report of the load test the following information: (1)Atabulationofthetime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4550028.fhwa.pdf?sfvrsn=359e6f94_04550028FHWA
: 455-2.8 Required Reports: Submit a preliminary static load test report to the Engineer within five days after completing the load test. When the Contract Documents do not require internal instrumentation, submit the final report within ten days after completing the load test. Furnish the final report of test results for internally instrumented shafts within 30 days after completing the load test. Include in the report of the load test the following information: (1)Atabulationofthetime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4550028fhwa.pdf?sfvrsn=1611f58_04620000
. Theapparatusandmethodsusedtoperform the test must be submitted to the Engineer for approval. Tests shallmust be conducted, shallwill represent the size and length of the group of tendons being tested. The in-place friction test, . Theapparatusandmethodsusedtoperform the test must be submitted to the Engineer for approval. Tests, Office. Manufacturers seeking evaluation of their post-tensioning systems shallmust submit test results to the Structures Design Office and include certified test reports from an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/4620000.pdf?sfvrsn=fad46dee_0Jan2015eBook
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_49910102FHWA - Revised
test temperature only. Impact tests shall be performed only on tubular markers measuring 36 inches, weather test temperature only. Impact tests shall be performed only on tubular markers measuring 36, substituted: 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers not listed on the APL must include test reports from AASHTO Product Evaluation & Audit Solutions documenting the product meets the requirements of this Section. Impact testing must be performed on concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9910102fhwa---revised.pdf?sfvrsn=4eae0744_13340104-122origind
. Prior to testing volumetric samples, condition the test-sized sample for one hour, plus or minus, asphalt mixture, submit the proposed mix design with supporting test data indicating compliance, or less. The Engineer will consider any marked variations from original test data for a mix, Aggregate Angularity: When tested in accordance with AASHTO T 304-17 (2020), Method A, meet, and Testing Requirements: Obtain the samples in accordance with FM 1-T 168. Obtain samples at the plant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/3340104-122origind.pdf?sfvrsn=63e64c23_23530000.resp
353-5 Test Requirements states, “Perform concrete sampling and testing in accordance with Section 346. Unit weight testing is required. Perform the plastic property tests in accordance with Section 346, . 353-5.3: Consider allowing or requiring a set of 2 compressive strength test cylinders (Protection, and never tested as long as the maturity meter performed. Yes the bid prices may be an additional, for the work is $2,500 total. The contractor damaged the 2 acceptance test cylinders the penalty
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3530000.resp.pdf?sfvrsn=1820ee5c_0