8976 search results for test
1600007SS
Verification sampling and tests at a minimum frequency listed in the table below. Test Name, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test must meet, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, the remaining Verification split samples for testing. Verification Test results will be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/1600007ss.pdf?sfvrsn=5165ec64_01600007SS
Verification sampling and tests at a minimum frequency listed in the table below. Test Name, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test must meet, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, the remaining Verification split samples for testing. Verification Test results will be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1600007ss.pdf?sfvrsn=515f8542_01600007SS
Verification sampling and tests at a minimum frequency listed in the table below. Test Name, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test must meet, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, the remaining Verification split samples for testing. Verification Test results will be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1600007ss1496f39d018648a0a2c492b509985fb9.pdf?sfvrsn=183d9892_01600007SS
Verification sampling and tests at a minimum frequency listed in the table below. Test Name, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test must meet, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, the remaining Verification split samples for testing. Verification Test results will be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1600007ss.pdf?sfvrsn=66d1688b_04550503.FHWA
field testing and report the test results. 13. Methods and equipment proposed to prevent, schedule for test shaft installation, load tests and production shaft installation. 17. Other, the additional tests for pH value for the time required to establish consistency of the test values, of the Materials Manual – Section 2.4, VII, Testing and Submittal Requirements for Polymer Slurry, of slurry, including proposed methods to mix, circulate, desand, test methods, and proposed CTQP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/4550503.fhwa.pdf?sfvrsn=af048eff_0SS9160000
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, testing and location where the test will be done shall be identified in the suppliers Quality, projects, samples shall be obtained by the supplier and tested for Quality Control testing, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank, : HIGH FLOAT EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9160000.pdf?sfvrsn=269bd466_03300202.impl
Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt Plant 1.AsphaltMix:Determine the asphalt binder, that the daily 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 addition. 2.Aggregate:Testonesample for gradation per 1,000 tons of incoming aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3300202.impl.pdf?sfvrsn=839c71d2_0SS9300000
after testing will be retested before use, except for the scaling resistance test and length, each group of specimens representing a given test or a given age of test, including tests, specimens representing a given test at a given age after testing, and should any specimen be found, representing a given test at a given age be found manifestly faulty either before or after testing, of the individual test results of the specimens tested or, in the event that one specimen or one result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss93000003640621b069647c4abfd387b5766c786.pdf?sfvrsn=c0d41f60_0SS9300000
after testing will be retested before use, except for the scaling resistance test and length, each group of specimens representing a given test or a given age of test, including tests, specimens representing a given test at a given age after testing, and should any specimen be found, representing a given test at a given age be found manifestly faulty either before or after testing, of the individual test results of the specimens tested or, in the event that one specimen or one result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9300000.pdf?sfvrsn=e71469f3_09160000.impl
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, testing and location where the test will be done shall be identified in the suppliers Quality, projects, samples shall be obtained by the supplier and tested for Quality Control testing, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank, : HIGH FLOAT EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9160000.impl.pdf?sfvrsn=e6e41059_04570000.origind
protection jackets are specified. SP4570000 457 Items 457-2.6.2 Testing: No test report for tests, for compressive strength testing at the required test date. The Engineer may adjust the frequency of testing, requiredspecified, furnish special fillers in accordance with the Contract Documents. Provide Submit test, yard of filler after placement. Total amount of chloride will be tested at a random basis as directed, of Section 415 for all structural jackets. 457-2.6 Materials Certification and Testing. 457-2.6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4570000.origind.pdf?sfvrsn=f9b2d81b_019-09-Freeman-SRCUpdate
/default.shtm 2 Outdoor facility:a 2.5-acre yard for outdoor testing, storing specimens, Impact pendulum, and two semi-trucks with steel blocks for bridge testing. Indoor facility: 50’ x 100, ,Impactenergy,poleanddent geometry,MaterialofSpiralReinforcement. Methods:FEM, PendulumImpact,Test,Four-pointFlexure Test,Full-scaleCantileverFlexureTest,CyclicLoadFatigue Test Repair of Impact Damaged, ://www.fdot.gov/structures/structuresresearchcenter/completedresearch.shtm 7 PENDULUM IMPACT TEST Repair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-09-freeman-srcupdate.pdf?sfvrsn=7983c057_1Employee Rights Under Davis-Bacon
, or testifying in a proceeding under the Davis-Bacon and Related Acts. PROPER PAY If you do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/wagerate/employee-rights-under-davis-bacon.pdf?sfvrsn=71f5b3e3_13520000SS
, beginning and ending at lines perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Testthepavement surface for smoothness with either a 10 foot [3 m] long straightedge, corrective work and retesting to ensure conformity approved by the Engineer. (a)Testingwitha10foot[3m, )Testingwitha10foot[3m] rolling straightedge: Use this straightedge for longitudinal profiling of short, . Surfacesmoothness tests with a California Type Profilograph on bridges are specified in 400-15. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/3520000sseee6c186b67f4e8fbf35446ce7124872.pdf?sfvrsn=9d12a20c_03520000SS
, beginning and ending at lines perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Testthepavement surface for smoothness with either a 10 foot [3 m] long straightedge, corrective work and retesting to ensure conformity approved by the Engineer. (a)Testingwitha10foot[3m, )Testingwitha10foot[3m] rolling straightedge: Use this straightedge for longitudinal profiling of short, . Surfacesmoothness tests with a California Type Profilograph on bridges are specified in 400-15. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/3520000ss.pdf?sfvrsn=5bdfd3dc_03520000SS
, beginning and ending at lines perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Testthepavement surface for smoothness with either a 10 foot [3 m] long, corrective work and retesting to ensure conformity approved by the Engineer. (a)Testingwitha10foot[3m, )Testingwitha10foot[3m] rolling straightedge: Use this straightedge for longitudinal profiling of short, . Surfacesmoothness tests with a California Type Profilograph on bridges are specified in 400-15. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3520000ss.pdf?sfvrsn=e9d89003_03520000SS
, beginning and ending at lines perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Testthepavement surface for smoothness with either a 10 foot [3 m] long, corrective work and retesting to ensure conformity approved by the Engineer. (a)Testingwitha10foot[3m, )Testingwitha10foot[3m] rolling straightedge: Use this straightedge for longitudinal profiling of short, . Surfacesmoothness tests with a California Type Profilograph on bridges are specified in 400-15. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3520000ss2c9d896f0de64987b9a5f1abac0bfcda.pdf?sfvrsn=91bb4519_09480000.FHWA
Pipe Location TestMethod TestConditions Requirement 9480000.D012 All Jobs Table 1 Pipe Liner FM, than 110.0 hr Oxidation Resistance of Pipes Pipe Location TestMethod TestConditions Requirement, pipe shall furnish to the Engineer six copies of mill analysis covering chemical and physical test, be less than 17.0 hours. Junction FM 5-572, Procedure B and FM 5-573 Full Test (2)(,3) : Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9480000.fhwa.pdf?sfvrsn=f2c6d656_09480000.origind
Resistance of Pipes Pipe Location TestMethod TestConditions Requirement 9480000 All Jobs Table, Pipe Location TestMethod TestConditions Requirement 9480000 All Jobs Table 1 Liner, covering chemical and physical test results. 948-1.5 Underdrain: PVC pipe for use as underdrain, Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test condition Determine failure time at 500 psi at 73.4°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9480000.origind.pdf?sfvrsn=25fc0b66_0GL-8B
to slump testing. Water may be added after slump testing if the test is within the tolerance slump, ,performinitialplasticproperties testsonthenextbatch.[346-8] MIXING AND DELIVERY OF CONCRETE 5, mayproceedfortheQCtruckandtheloadafter the QC truck while plastic properties tests are in progress. [Spec. 346-7, 346-8] 13, conveyance equipment to capture lumps and balls. [Spec 346-6] SAMPLING AND TESTING 15, 346-5, Spec 346-9] 17. Sampling and testing equipment in proper condition and calibration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-8b.pdf?sfvrsn=610d959a_0