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1050500.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_0Section93V2redln
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
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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
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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_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
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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
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Frequency for Quality Control Tests: As a minimum, sample and test concrete of each design mix for water, mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer, generator, and may perform additional Independent Verification tests. All QC activities, , whichever is less Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher class of concrete
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Control Tests: As a minimum, sample and test concrete of each design mix for water to cementitious, Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test, the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly, , and may perform additional Independent Verification tests. All QC activities, calculations, represent a maximum production quantity of 100 yd 3 . When five consecutive strength test results
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: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, , whichever is less III (Seal) Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
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: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, , whichever is less III (Seal) Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp3460902sl.pdf?sfvrsn=45b9f7c7_0SP3460902SL
Control Tests: As a minimum, sample and test concrete of each design mix for water to cementitious, Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test, the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly, , and may perform additional Independent Verification tests. All QC activities, calculations, represent a maximum production quantity of 100 cubic yards. When five consecutive strength test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp3460902sl.pdf?sfvrsn=1dca02db_4SP3460902SL
: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, , whichever is less III (Seal) Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3460902sl.pdf?sfvrsn=cbc59429_0SP3460902SL
: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, , whichever is less III (Seal) Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
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