9189 search results for test
3461001.FHWA
compressive strength tests. Core strength test results obtained from the structure will be accepted by both, : 346-10.1 General: When a concrete acceptance strength test result falls more than 10% or 500 psi below, into the structural adequacy of the LOT of concrete represented by that acceptance strength test result, additional strength testing as necessary to determine structural adequacy of the concrete. Furnish, taking any core samples. When the concrete is deemed to have low strength, obtain and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3461001.fhwa.pdf?sfvrsn=90e17e6f_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_2D162A000.do
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, 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/programmanagement/implemented/workbooks/julworkbook2003/files/d162a000.do.pdf?sfvrsn=7491873c_0D162A000
. 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/programmanagement/implemented/workbooks/julworkbook2002/files/d162a000.pdf?sfvrsn=dd71af89_0162A000SP
. 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/programmanagement/implemented/workbooks/julworkbook2004/files/162a000sp.pdf?sfvrsn=a7a8a39c_0162A000SP
. 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/programmanagement/implemented/workbooks/julworkbook2005/files/162a000sp.pdf?sfvrsn=7a330050_0D162A000.do
. Immediately after spreading, the top 6 inches [150 mm] of the material will be sampled and tested, 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/2004/january-2004/workbook/d162a000.do.pdf?sfvrsn=9750165c_0162A000SP
. 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/2005/january-2005/workbook/162a000sp.pdf?sfvrsn=61f10a93_0162A000SP
. 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_04550000DB.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_44550510.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_03460302.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_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
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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_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_11200008IMP
. 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_1