9274 search results for test
162A000SP
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, of added material changes, an additional sample will be required. Test results will be averaged for each increment thereof to determine specification compliance. Out of tolerance individual tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/162a000sp.pdf?sfvrsn=d19efb13_03340501-721impl
used in the calculations are as follows: x = individual test value (sublot) n = number of tests, is deleted and the following substituted: 334-5.1.2 Acceptance Testing Exceptions: When the total combined, of visual inspection. The Engineer may require the Contractor to run process control tests for informational purposes, as defined in 334-4, or may run independent verification tests to determine the acceptability of the material. Density testing for acceptance will not be performed on widening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/review/implemented/3340501-721impl.pdf?sfvrsn=a99d6faf_24550000DB.FHWA-revised
of the load test data which represents the designated area. Do not begin static load testing of drilled, test equipment supplied by the Department within 30 days after completing the load tests, conference, or no later than 30 days before beginning test pile installation, of the proposed testing, during load test setup and conducting of the load tests. SP4550000DB.D01 Design Build ProjectsFor, completing testing, cut off the tested piles/shafts, which are not to be incorporated into the final
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/4550000db.fhwa-revised.pdf?sfvrsn=ca89d913_04550000DB.FHWA
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance, to assist as required during load test setup and conducting of the load tests. SP4550000DB.D01 Design, /Shafts: After completing testing, cut off the tested piles/shafts, which are not to be incorporated, ) driving specified test piling in end bents or, (2) the Plans show uncased piles through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/4550000db.fhwa.pdf?sfvrsn=bced362b_0DEV346-455-MM92ACP (4-25-23)
, plastic property tests are not required. A set of testing cylinders is defined as follows: - QC, Grout Sampling and Testing. QC tests include air content, temperature, time of efflux, density (mud, tests. Initiate a new LOT once the testing indicates compliance with Specification requirements, strength tests. The Engineer will determine the most accurate strength test result to represent, of the resolution testing. When the Engineer cannot determine which strength test results are the most
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev346-455-mm92acp-(4-25-23).pdf?sfvrsn=148bdbc6_43460302.FHWA
of the Engineer. 346-10.4 Core Conditioning and Testing: Test the cores in accordance with ASTM C42, days of the 28 day compressive strength tests. Core strength test results obtained from, of the Engineer. 346-10.4 Core Conditioning and Testing: Test the cores in accordance with ASTM C42, tests results demonstrating that the drilled shaft concrete maintains a slump of at least 5 inches, , and below 85°F for normal condition. Perform the slump loss test at the anticipated ambient temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3460302.fhwa.pdf?sfvrsn=14d77485_09920102.resp
20kV testing condition to create a 10kA surge current. Very little domestic test capability exists, , 2017 – “Compliant with UL 1449” means tested by a NRTL to the UL 1449 standard. This revision has been, not define the modes, phases, strike count, or polarity of the test conditions as it would be applied to a luminaire and is therefore not complete w/r defining a test protocol for luminaires. The C-High rating category has only the unipolar combination wave defined as a standard test waveform as its
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9920102.resp.pdf?sfvrsn=7f09d43d_09600000.resp
Testing LabLaboratory[s60]: Test plastic components in a certified independent laboratory, Testing LabLaboratory[s61]: Test individual components and the PT system as a whole witnessed, ). 960-3.2 Testing Requirements: 960-3.2.1 System Pressure Test: 9600000 All Jobs (a) For each, : System testing for external (smooth) duct assemblies requires two additional tests beyond the Grout, , modify system test length to fifteen feet (15 feet). (c) For systems being tested for use in precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9600000-resp.pdf?sfvrsn=5f81b8f7_41200008IMP
. 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, , failing QC test or when the QC tests cannot be verified, construct a new test section. The Contractor, of not more than 12 inches [300 mm] compacted thickness, after having demonstrated with a successful test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1200008imp.pdf?sfvrsn=3f37efbb_09380402FHWA
by Ronald Simmons to update the unit of sulfate limitation and sampling time according to the test method, ) SUBARTICLE 938-4.2.2 is deleted and the following substituted: 938-4.2.2 Laboratory Testing: The grout, by the following standard and modified ASTM and FM test methods conducted at normal laboratory temperature (65°F-90°F) and conditions. Prepare all laboratory test specimens using 110 percent of the maximum water allowed by the manufacturer unless otherwise noted in Table 938-1. Tests A, B, N, and O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/9380402fhwa.pdf?sfvrsn=68072937_14550510.FHWA
and re-drives in steel piles as dynamic tests, reduce the frequency of slurry sampling and testing, to the pile. All test piles will have dynamic load tests. The Engineer will perform dynamic load tests, ) with bolts to the pile for dynamic load testing. Make each pile to be dynamically tested, , the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid, to perform testing. The Department may also perform comparison tests. Provide equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/4550510.fhwa.pdf?sfvrsn=9d22a38e_0section84-042219
), Manual MNL 116. American Society for Testing and Materials (ASTM) Standard Test Methods, by reviewing the test data and verification testing to ensure that the concrete containing the specific, the results of the laboratory trial batch tests and field demonstration of verified test data, , and inspection and testing of production concrete. Produce SCC at an approved on-site facility, or off, ,; and quality assurance (QA) inspection and testing of SCC. AUTHORITY Sections 20.23(3)(a)334.044(10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section84-042219.pdf?sfvrsn=168e3e9e_1section84-042219
), Manual MNL 116. American Society for Testing and Materials (ASTM) Standard Test Methods, by reviewing the test data and verification testing to ensure that the concrete containing the specific, the results of the laboratory trial batch tests and field demonstration of verified test data, , and inspection and testing of production concrete. Produce SCC at an approved on-site facility, or off, ,; and quality assurance (QA) inspection and testing of SCC. AUTHORITY Sections 20.23(3)(a)334.044(10
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section84-042219.pdf?sfvrsn=ff242a48_1D9930000.do
being tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure, 16[1.5] 10[0.93] 993-1.3.3 Optical Testing Procedure: The reflex reflector to be tested shall, to be furnished. Thereflectorelement shall meet the test requirements specified below. 993-1.2 Durability Tests For Type A Reflectors: (a)SealTest:Thefollowingtestwillbeusedtodetermine if a reflector, the samples for water intake. Failure of more than two of the 50 samples tested shall be cause
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9930000.do.pdf?sfvrsn=6b1cb671_09930000IMP
and the particular molding compound to be furnished. Thereflectorelement shall meet the test requirements specified below. 993-1.2 Durability Tests For Type A Reflectors: (a)SealTest, of the 50 samples tested shall be cause for tentative rejection of the LOT. Intheeventofsuchtentativefailureofmore than two of the 50 samples tested, a re-sample of the 100 reflector shall be checked-tested, . (b)CorrosionTest:Thereflectorassembly shall withstand the combined corrosion test set forth in ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9930000imp.pdf?sfvrsn=c5ff78c4_04550000.origind
concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles, load test equipment supplied by the Department within 30 days after completing the load tests, conference or no later than 30 days before beginning test pile installation of the proposed testing, to each test pile/shaft site during the installation of the instrumentation, during the load testing, or testing lab, required to read the dial gauges, take level measurements, and conduct the load test, except
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4550000-origind.pdf?sfvrsn=29b8d00e_44550502.impl
for dynamic load tests on test piles. Forstructureswith100%dynamic testing, the cost of dynamic, for static load tests, the Engineer will consider all required static load testing Unforeseeable, : 455-5.11.7 Structures Without Test Piles: For structures without test piles or 100% dynamic testing, for dynamic load testing. Makeeachpile to be dynamically tested with externally attached, tests. Include all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4550502.impl.pdf?sfvrsn=f69aa801_0JimmieProw-MigratingToFDOTSS4
• Many bug fixes. Testers and other agencies report it being more stable. • The primary change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/archived-documentations/jimmieprow-migratingtofdotss4.pdf?sfvrsn=763b344b_23460500.origind
determined by the concrete producer for each mix design to be tested. Record and certify test results, Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following, by the Volumetric Method* ASTM C173 Making and Curing Test Specimens in the Field** ASTM C31 Compressive Strength of Cylindrical Concrete Specimens*** ASTM C39 Obtaining and Testing Drilled Core and Sawed, Penetration Test ASTM C16712 Aggregate Distribution of Hardened Self-Consolidating Concrete FM 5-617
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/3460500.origind.pdf?sfvrsn=4f9135bd_04554200.comm
with cubes tests or in the plans cylinder test should be included in lieu of cube tests. 2, 4554200 – MIXING, PUMPING AND TESTING CEMENT GROUT COMMENTS FROM INDUSTRY REVIEW, verification testing similar to concrete section 346. There have been many problems with this specification where it indicates contractor sampling and department testing. Contractor sampling and testing under an approved QCP would improve the end product and verification testing resolve acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4554200.comm.pdf?sfvrsn=18cc8b6c_0