9274 search results for test
1050404-MM84VII.comm
Field Technician Test. I have concerns about having an ACI certified tech performing tests that are not covered in the training. I believe that these tests are important, but that the data, are with the addition of three new tests to every lot of production (Table II). These include the Relative, that must be poured out in as little as 30 minutes. By adding these test we are taking away valuable time that could be used pouring. I also have concerns with having to buy new testing equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/1050404-mm84vii.comm.pdf?sfvrsn=56bb4cc_01250801.impl
envelope then the Contractor must demonstrate with a successful test section that density can be achieved. Notify the Engineer in writing prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five quality control (QC) tests at random locations within the test section. All five tests must meet the density required by 125-9.2 and be verified, section. When a QC test fails the requirements of 125-9.2 or when the QC tests cannot be verified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1250801.impl.pdf?sfvrsn=cab58444_0Polygraph
to a written notice before testing, the right to refuse or discontinue a test, and the right not to have, test, and from discharging, disciplining, or discriminating against an employee or prospective employee for refusing to take a test or for exercising other rights under the Act. EXEMPTIONS Federal, ) tests to be administered in the private sector, s u b j e c t t o restrictions, to certain, ), and of pharmaceutical manufacturers, distributors and dispensers. The Act also permits polygraph testing, subject
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/posters/polygraph.pdf?sfvrsn=d8e21dd1_1Employee Polygraph Protection Act (English)
to a written notice before testing, the right to refuse or discontinue a test, and the right not to have, test, and from discharging, disciplining, or discriminating against an employee or prospective employee for refusing to take a test or for exercising other rights under the Act. EXEMPTIONS Federal, ) tests to be administered in the private sector, s u b j e c t t o restrictions, to certain, ), and of pharmaceutical manufacturers, distributors and dispensers. The Act also permits polygraph testing, subject
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/employee-polygraph-protection-act-(english).pdf?sfvrsn=5e5f69c8_13460202.impl
KOhm-cm Submit resistivity test specimens at least seven calendar days prior to the scheduled 28 day test to the Engineer for testing by the State Materials Office. TABLE 1 BRIDGE SUPERSTRUCTURES, at 28 days, when tested in accordance with AASHTO T358. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test, meet or exceed the following surface resistivity requirements when tested in accordance with AASHTO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/implemented/3460202.impl.pdf?sfvrsn=260b14d4_09380000FHWA
an application in accordance with Section 6 and include certified test reports from an independent AASHTO R-18, of materials or material sources requires new testing and certification of the conformance of the grout, manufacture to usage in excess of six months shall be tested and certified by the supplier, with the manufacturer’s recommendations except when additional water is indicated for particular tests. 938-4.2 Grout, components which produce hydrogen, carbon dioxide or oxygen gas. 938-4.2.2 Laboratory Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9380000fhwa.pdf?sfvrsn=aa2dfa83_21050500.FHWA
include final curing, compressive strength testing, and the recording/reporting of all test data, , compressive strength testing, and the recording/reporting of all test data. [dt4], ) is expanded by the following: 105-5.10 Testing Laboratories: Identify the laboratories performing testing. Ensure that the testing laboratories comply with the Laboratory Qualification Program, Concrete Laboratory Technician - Level I: Ensure technicians testing cylinders and recording concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050500.fhwa.pdf?sfvrsn=3406732f_01050813DB.impl
(DTE):ProvideaDynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, for the project. Provide qualified and trained personnel to perform foundation testing, inspection, , dynamic testing, load testing and non-destructive testing personnel to be used on the project, of data from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/1050813db.impl.pdf?sfvrsn=e0c62d20_04100301.impl
of Section 346, except as modified herein: Prepare,cure,andtest the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. Follow the alternative method of compaction, in accordance, vibrations. Expose shipping strength test cylinders to the same curing conditions as the precast concrete box sections. Cure the 28-day strength test cylinders in accordance with Section 346. Perform all concrete quality control testing and inspections in accordance with 346-9.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4100301.impl.pdf?sfvrsn=bd2a1b8a_0SS9380000
bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test, and mixing instructions. Any change of materials or material sources requires new testing, to usage in excess of six months shall be tested and certified by the supplier that the product meets, shall submit an application in accordance with Section 6 and include certified test reports from, , carbon dioxide or oxygen gas. 938-4.2 Laboratory Test: The grout shall meet or exceed the specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9380000.pdf?sfvrsn=45fe799f_0SS9380000
Institute. Report the percent bleed for the grout tested. Test grout at the specified pressure, and mixing instructions. Any change of materials or material sources requires new testing, to usage in excess of six months shall be tested and certified by the supplier that the product meets, submit an application in accordance with Section 6 and include certified test reports from, , carbon dioxide or oxygen gas. 938-4.2 Laboratory Test: The grout shall meet or exceed the specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9380000.pdf?sfvrsn=bdeb2f07_0SS9380000
Institute. Report the percent bleed for the grout tested. Test grout at the specified pressure, and mixing instructions. Any change of materials or material sources requires new testing, to usage in excess of six months shall be tested and certified by the supplier that the product meets, submit an application in accordance with Section 6 and include certified test reports from, , carbon dioxide or oxygen gas. 938-4.2 Laboratory Test: The grout shall meet or exceed the specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9380000.pdf?sfvrsn=d766f2d3_0SS9380000
bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test, and mixing instructions. Any change of materials or material sources requires new testing, to usage in excess of six months shall be tested and certified by the supplier that the product meets, shall submit an application in accordance with Section 6 and include certified test reports from, , carbon dioxide or oxygen gas. 938-4.2 Laboratory Test: The grout shall meet or exceed the specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9380000.pdf?sfvrsn=76efdf58_01600302.FHWA
the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table below. Test Name Quality Control Verification, to be stabilized. 160-3.2.1Samplingand Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer in accordance with FM 1-T 267 and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1600302.fhwa.pdf?sfvrsn=b4e00d52_01600302.FHWA
the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table below. Test Name Quality Control Verification, the material uniformly over the area to be stabilized. 160-3.2.1Samplingand Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1600302.fhwa.pdf?sfvrsn=58dcd4fc_01600302.fhwa
the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table below. Test Name Quality Control Verification, to be stabilized. 160-3.2.1Samplingand Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer in accordance with FM 1-T 267 and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1600302.fhwaa92ba31db40947acabde2945fb6d2f52.pdf?sfvrsn=7b96fe97_01600302.FHWA
the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table below. Test Name Quality Control Verification, the material uniformly over the area to be stabilized. 160-3.2.1Samplingand Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer and test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/1600302.fhwa.pdf?sfvrsn=68c95837_0DEV334-337-916FRA (12-2-25)
1-T 209. Prior to testing volumetric samples, condition the test-sized sample for one hour, plus, independent verification tests to determine the acceptability of the material. Density testing, accepted. 334-5.4.4 Individual Test Tolerances for QC Testing: Terminate the LOT if any, decision, the Engineer will run verification tests. 334-5.5.1 Plant Testing: At the completion, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu of the 1-1/2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev334-337-916fra-(12-2-25).pdf?sfvrsn=586e5e65_4Section93V2redln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, Testing Technician – Grade I, will cast three – 4 by 8 in. cylinders to be tested by the Plant’s, totaling 30 or more tests. The strength test data from the trial batch is required to meet an over design, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must, . TABLE 1 – Concrete Material Components Sampling and Testing Material and Required Tests Minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section93v2redln.pdf?sfvrsn=7669e4c4_19850400FHWA
as determined from tests performed by Utah State University, Texas Transportation Institute, or an independent testing laboratory approved by the Department. Submit a certified test report showing, of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute, or an independent testing laboratory approved by the Department. Submit a certified test report showing that the erosion control blankets meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9850400fhwa.pdf?sfvrsn=b64a0adf_1