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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/julworkbook2008/files/ss9140000.pdf?sfvrsn=15b0ed3c_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/julworkbook2007/files/ss9140000.pdf?sfvrsn=9bebeaab_03300904.FHWA
profiler testing are to be tested and accepted using the straightedge. Please review and transmit, in the Specifications. If the project’s method of acceptance is by laser profiler, areas not tested by the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where, by the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where, for testing with the Laser Profiler, straightedge the friction course layer in accordance with 330-9.4.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3300904.fhwa.pdf?sfvrsn=29f2fdac_0SS9300000
, including tests of freshly mixed t testing. Visually examine all pecimens representing a given test at a given age after testing, and should any specimen be ound to be manifestly faulty the test, for more than six months after testing w r before use, except for the scaling resistance test, the packaged, dr liquid. Prepare and test three test specimens for each age of all of the hardened tests, by such examination withou s f senting a given test at a given age be found manifestly faulty either b testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9300000.pdf?sfvrsn=a2288ee8_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_01600302.impl
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_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/3460500.impl.pdf?sfvrsn=309782e7_0DEV125TLBF (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_6SP1050813DB-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_13340102.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_13300904.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_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_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/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_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_0