8976 search results for test
CR-12C (FY 18-19)
is required to develop and submit a test plan for field acceptance testing (FAT) to the Engineer, is required to perform local field operational tests at device server field sites according to the test procedures stated herein? [Spec. 684-2.4.2] 3. Is CEI project staff aware that the contractor is required to perform local field operational tests at the device field site and end-to-end video streaming tests as required by the Engineer in order to demonstrate compliance with Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-12c-(fy-18-19).pdf?sfvrsn=cfd22194_01050404-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_03460202.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_05230200.comm
in the initial QPL application, section 523-2.1? The DFT test would allow the manufacturer to test, test results until the product is placed on the Department test deck. By only allowing the DFT as an alternative in the field test, the Department has knowledge of a passing Skid test installatin and has the option of conducting a Skid test on the field test installation. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5230200.comm.pdf?sfvrsn=8027b4c0_09710000-722origind
when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches, retroreflectivity value, change skid testing, and remove skid resistance from Permanent Tape, ) for the vehicle component. The Department will test hot-applied standard thermoplastic and profiled, will test preformed thermoplastic and hot- applied high friction thermoplastic pavement marking materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9710000-722origind.pdf?sfvrsn=4b0a7fe5_29380000FHWA
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_21050813DB.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_01050500.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_04620000.impl
of not less than 20 minutes. Perform OIT tests on samples taken from the finished product. Test the remolded, modify the system test length to 15 feet. For systems being tested for use in precast segmental, to perform the test must be submitted to the Engineer for approval. Tests must be conducted in the Engineer, being tested. The in-place friction test is not required on projects with straight tendons used, may require additional in place friction tests. Theapparatusandmethods used to perform the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4620000.impl.pdf?sfvrsn=7d2a78cf_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_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_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_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_41600302.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, 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_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_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_0