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SS9140000
of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, not improve the bearing capacity of the stabilized material may be used. (see 914-3 for qualifying tests for these conditions.) The Contractor shall provide information or test results to the District, blended material shall be tested to ensure the above requirements are met before being spread
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss91400003ec4546bf2e142f596908f66e55cad40.pdf?sfvrsn=abd06de9_0SS9140000
of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, not improve the bearing capacity of the stabilized material may be used. (see 914-3 for qualifying tests for these conditions.) The Contractor shall provide information or test results to the District, blended material shall be tested to ensure the above requirements are met before being spread
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9140000.pdf?sfvrsn=15b0ed3c_05560102.resp
directional bore get tested for water tight? Are they going. to require 20 PSI test also? Response: Section, . No change made. 6. The testing methods in 556-4.3.2: Standard 24 hour pressure test with a recording, to perform the testing and who is responsible for certifying the test, and providing, Boring, Inc. and American Boring & Trenching, Inc. I believe the specification 556-4.3 Testing, imperfection in the installation of these casings. The air pressurization and water testing spelled out
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/5560102.resp.pdf?sfvrsn=af40c257_03300000.impl
areas not suitable for testing with the Laser Profiler will be tested and accepted, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing, production exceeds 1,000 tons, perform these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may be used to fulfill this requirement. Verify modifier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3300000.impl.pdf?sfvrsn=e7632676_0SS3300000
areas not suitable for testing with the Laser Profiler will be tested and accepted, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing, production exceeds 1,000 tons, perform these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may be used to fulfill this requirement. Verify modifier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3300000.pdf?sfvrsn=ebd409a8_09160000.FHWA
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture contains, to Department projects, samples shall be obtained by the supplier and tested for Quality Control testing, unless specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test, be valid for three months from the date of issue. TheDepartment may sample and test pre-tested cut-back, Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests on Emulsion: Saybolt Furol
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9160000.fhwa.pdf?sfvrsn=9743ceee_03340000.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
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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 at the minimum frequency listed in the table below before mixing. The Engineer will reject 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1600302.impl.pdf?sfvrsn=e156a9_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_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_13460200.origind
strength test results into the Department’s sample tracking database within 24 hours, the QC testing, and provide the Verification testing laboratory the compressive strength test results. Ensure, compressive strength tests. Core strength test results obtained from the structure will be accepted, testing as necessary to determine structural adequacy of the concrete. If core strength test results, is deleted and the following substituted: 346-9.1 G e neral: Perform plastic properties tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3460200.origind.pdf?sfvrsn=105eae11_03340102.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_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_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, 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_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, 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_0