9185 search results for test
3340000.impl
in accordance with FM 5-585. Prior to testing volumetric samples, condition the test-sized sample for one, , damaged, destroyed or are otherwise unavailable for testing, the corresponding QC test result, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1. In lieu of the 1- 1/2, , the Resolution laboratory will test all of the cores from the LOT. Testing will be as described in 334
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3340000.impl.pdf?sfvrsn=a5a9a85_03460500.impl
and the following substituted: 346-5 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: TABLE 5 Description Method Slump of Hydraulic Cement, Content of Freshly Mixed Concrete by the Volumetric Method* ASTM C173 Making and Curing Test Specimens, Obtaining and Testing Drilled Core and Sawed Beams of Concrete ASTM C42 Initial Sampling of Concrete from, of Self-Consolidating Concrete Using Penetration Test ASTM C1712 Aggregate Distribution of Hardened
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/3460500.impl.pdf?sfvrsn=309782e7_0SP1050813DB-726
Proficiency Test. 105-8.13.4 Dynamic Testing Operator: Provide a Dynamic Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test piles in the field. The DTO must have, . Provide qualified and trained personnel to perform foundation testing and oversight, qualification statements for the geotechnical, dynamic testing, load testing and non-destructive testing personnel to be used on the project for acceptance by the Engineer. The Department will review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/design-build/sp1050813db-726.docx?sfvrsn=be5621b1_1DEV125TLBF (12-2-25)
the test section. All five tests must meet the density required by 125-9.2 and be verified, of 125-9.2 or when the QC tests cannot be verified, construct a new test section. The Contractor may elect, , the Contractor must demonstrate with a successful test section that density can be achieved. For thick lifts of no more than 12 inches compacted thickness above the Soil Envelope, a control test, then the Contractor must demonstrate with a successful test section that density can be achieved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev125tlbf-(12-2-25).pdf?sfvrsn=1c4fe7fd_63340102.FHWA
tests. 334-5.5.1 Plant Testing: At the completion of each LOT, the Engineer will test a minimum, . Prior to testing volumetric samples, condition the test-sized sample for one hour, plus or minus, independent verification tests to determine the acceptability of the material. Density testing, for testing, the 3340102 All Jobs corresponding QC test result will be considered verified, for QC Testing: Terminate the LOT if any of the following QC failures occur: 1. An individual test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/3340102.fhwa.pdf?sfvrsn=9290b0d_0DEV455MP (11-29-2023)
in the verification tests. 455-57.2.4 Grout Testing: Previous test results for the proposed grout, tested to the specified Maximum Test Load. The micropile diameter must not be less than 9.5 inches, % of the Maximum Test Load to be used in verification pile testing. 455-56 Installation. 455-56.1, static load testing from the top of sacrificial test piles at the locations specified, the beginning of the creep test increment. 455-57.2.1 Static Compression Load Tests: Prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev455mp-(11-29-2023).pdf?sfvrsn=d54e703b_1SS9290000
, certified test reports from an approved independent laboratory acceptable to the State Materials, and to require cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing of fly ash shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9290000a90527cc18e64cbea3de735de8b995ca.pdf?sfvrsn=277e2dec_0SS9290000
, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing of fly ash shall follow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9290000dddd9473af354d5291f95862498bb3bc.pdf?sfvrsn=5647855b_0SS9290000
, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing of fly ash shall follow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9290000.pdf?sfvrsn=3fb56794_09290000.impl
, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing of fly ash shall follow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9290000.impl.pdf?sfvrsn=7dfd63e0_0SS9290000
, certified test reports from an approved independent laboratory acceptable to the State Materials, and to require cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing of fly ash shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9290000.pdf?sfvrsn=9e29c405_0SS9290000
, certified test reports from an approved independent laboratory acceptable to the State Materials, cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing of fly ash shall follow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9290000.pdf?sfvrsn=933d0d2c_0SS9290000
fly ash concrete. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly, , certified test reports from an approved independent laboratory acceptable to the State Materials, and to require cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must maintain Cement and Concrete Reference
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9290000.pdf?sfvrsn=e971ac96_0SS9290000
fly ash concrete. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly, , certified test reports from an approved independent laboratory acceptable to the State Materials, and to require cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must maintain Cement and Concrete Reference
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss92900005b01a6822cfd46e0a81c502e6c6232e0.pdf?sfvrsn=149627dd_03300904.FHWA2
unsuitable for laser profiler testing are to be tested and accepted using the straightedge. Please, not tested bysuitable for testing with the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where the width is constant and document all deficiencies, of acceptance is by laser profiler, areas not suitable for testing with the laser profiler will be tested, , and in areas noted in 330-9.4.6.2 as not suitable for testing with the Laser Profiler, straightedge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3300904.fhwa2.pdf?sfvrsn=91f6e9b4_09600202resp
tested for stress crack at an applied stress of 600 psi This testing criteria, similar to the comments, resistance This testing criteria has been revised multiple times over the evolution of the Florida DOT specifications: 1. 9-26-2002 Revision on 2-20-2003 “Test the finished material, shall have an endurance rating of not less than 192 hours”. 2. Revision 5-7-2003 Test the finished, hours. 3. Revision 10-15-2003 Test the finished polyolefin material for stress crack resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9600202resp.pdf?sfvrsn=2efc027a_23340102.origind
to testing volumetric samples, condition the test-sized sample for one hour, plus or minus five minutes, tests to determine the acceptability of the material. Density testing for acceptance, for testing, the 3340102 All Jobs corresponding QC test result will be considered verified, and payment, until the LOT in question has been accepted. 334-5.4.4 Individual Test Tolerances for QC Testing, 334-5.5 Verification Testing: In order to determine the validity of the Contractor’s QC test
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on Department projects. Admixtures included on this list, will be permitted without further testing, given contingent approval, as evidenced by previous tests and apparent effectiveness under field, e r t i f i c a t i o n : M a n u f a c t u r e r s o f a d mixtures shall provide certified test, (CCRL) on a regular basis for applicable tests, with all deficiencies corrected for QPL approval, and other metallic components. The calcium nitrite supplier shall furnish the Engineer with test
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on Department projects. Admixtures included on this list, will be permitted without further testing, given contingent approval, as evidenced by previous tests and apparent effectiveness under field, e r t i f i c a t i o n : M a n u f a c t u r e r s o f a d mixtures shall provide certified test, (CCRL) on a regular basis for applicable tests, with all deficiencies corrected for QPL approval, and other metallic components. The calcium nitrite supplier shall furnish the Engineer with test
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temperature. Test for roadway density in accordance with FM 1-T 166. 334-5.1.2 Acceptance Testing, for testing, the corresponding QC test result will be considered verified, and payment will be based, will be based on the Resolution test data for the LOT, and the costs of the Resolution testing, such testing. In addition, in the event that the application of the Resolution test data results, immediately after sampling, shall be reduced to the appropriate testing size, and conditioned and tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3340000-impl.pdf?sfvrsn=9f840a32_4