9274 search results for test
SP4550000DB-7-17
a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three, test pile/shaft site during the installation of the instrumentation, during the load testing, with transportation to assist as required during load test setup and conducting of the load tests. Provide, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested, -bent piling/shafts, except when driving specified test piling in end bents or when the Plans show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/sp4550000db-7-17.pdf?sfvrsn=692b4c30_19600302.FHWA
), with modifications as shown in Table 3.2.1-1. Table 3.2.1-1 Required Component and System Tests Reference to fib Bulletin 75 Required Tests for each PT System Type (1) Procedures Appendix Test, is required; No = Test is not required. 2. Do not preload strand into duct prior to testing. 3, Tests for each PT System Type (1) Procedures Appendix Test Description Internal PT System, substituted: 960-3.2.1 Component and System Tests: Corrugated duct, smooth duct and all associated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9600302.fhwa.pdf?sfvrsn=833264e4_0SP4550000DB
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, as required during load test setup and conducting of the load tests. Provide qualified personnel, of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, -bent piling/shafts, except when: 1. driving specified test piling in end bents or, 2. the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/sp4550000db.pdf?sfvrsn=64786dd0_11600302.origind
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 Resolution, 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.origind.pdf?sfvrsn=bdb241aa_04554300.impl
and the following substituted: 455-43 Testing Cement Grout. Preparethree4inchesx8inchescylinders, facilities for all QC and Verification test cylinders in accordance with ASTM C31. Test, with Section 346 Personnelmaking/curing concrete cylinders shall be certified as ACI Concrete Field Testing Technician Grade I. Personnel performing tests on hardened properties of concrete, such as strength determination of cylinders or beams, they shall be certified as ACI Concrete Strength Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/4554300.impl.pdf?sfvrsn=338644a6_0SectionMM62V2
Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL, ). These requirements and activities pertain to the inspections, measurements, and necessary tests, specified inspections and tests and maintain an acceptable QC program in compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm62v2.pdf?sfvrsn=a5385127_2D3300012.do
LOTs actually tested in accordance with this Article will be eligible for unit price adjustments. Excluded from testing are acceleration and deceleration lanes, storage lanes for turns, cross-overs, and 500 feet [150 m] after the sections to be tested are excluded from unit price adjustment under, will be tested by a single pass of the Laser Profiler furnished and operated by the Department, . The Department will perform the smoothness testing within 45 days after acceptance of the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300012.do.pdf?sfvrsn=711833f7_03501303-724IMPL
. Test cylinders, made in accordance with ASTM C31 and tested in accordance with ASTM C39, indicate a compressive strength of at least 2,000 psi (cure these test cylinders in a manner identical, test cylinders for strength and maturity curve correlation testing. The compressive strength cylinders and maturity curve correlation testing will be performed at the first day of production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3501303-724impl.pdf?sfvrsn=ff7b7f34_1SP4570000
meet the requirements of the Contract Documents. 457-2.6.2 Testing: No test report for tests made, of this Section and conform in all respects to the materials tested. Attach copies of current test reports, as required for the FDOT approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based, test results and documentation that demonstrate the material meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp4570000.pdf?sfvrsn=a21c816e_0SP4570000
meet the requirements of the Contract Documents. 457-2.6.2 Testing: No test report for tests made, of this Section and conform in all respects to the materials tested. Attach copies of current test reports, as required for the FDOT approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based, test results and documentation that demonstrate the material meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp4570000.pdf?sfvrsn=2054562b_0SP4570000
meet the requirements of the Contract Documents. 457-2.6.2 Testing: No test report for tests made, of this Section and conform in all respects to the materials tested. Attach copies of current test reports, as required for the FDOT approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based, test results and documentation that demonstrate the material meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp4570000.pdf?sfvrsn=c1be79db_01050000.impl
. Technicians who test concrete properties or perform Verification testing for the Department must posses, : 105-8.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI, . 105-1.1.1SubmissionofMaterialsCertificationandReporting Test Results: Provide certifications prior to placement of materials. Report test results at completion of the test and meet the requirements of the applicable Specifications. 105-1.1.2 Database(s): Obtain access to the Department’s databases prior to testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1050000.impl.pdf?sfvrsn=e414be9c_0SS1050000
, testing and inspection for both field and laboratory tests. Include employed and subcontracted, laboratories. Technicians who test concrete properties or perform Verification testing for the Department must, testing, and the recording/reporting of all test data. 105-8.7.4 Concrete Production Facility Manager, : 105-8.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI, . 105-1.1.1SubmissionofMaterialsCertificationandReporting Test Results: Provide certifications prior to placement of materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss1050000.pdf?sfvrsn=76e865cb_0SS1050000
, testing and inspection for both field and laboratory tests. Include employed and subcontracted, laboratories. Technicians who test concrete properties or perform Verification testing for the Department must, testing, and the recording/reporting of all test data. 105-8.7.4 Concrete Production Facility Manager, : 105-8.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI, . 105-1.1.1SubmissionofMaterialsCertificationandReporting Test Results: Provide certifications prior to placement of materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss1050000ce3039c952fb48f3b2f2732d5e5505bf.pdf?sfvrsn=d32b84d9_0SS1050000
, testing and inspection for both field and laboratory tests. Include employed and subcontracted, laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-8.7.4 Concrete Production, tests and statistical evaluation of QC test results. 105-8.8SupervisoryPersonnel-BridgeStructures, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000.pdf?sfvrsn=6f872859_0SS1050000
, testing and inspection for both field and laboratory tests. Include employed and subcontracted, laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-8.7.4 Concrete Production, tests and statistical evaluation of QC test results. 105-8.8SupervisoryPersonnel-BridgeStructures, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1050000ae34a485973240d19782e02593fc0a30.pdf?sfvrsn=6e5dd0e4_03300904.origind
, areas unsuitable for laser profiler testing are to be tested and accepted using the straightedge, 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, for testing with the Laser Profiler, straightedge the friction course layer in accordance, completion of all paving operations. Notify the Engineer of the location and time of straightedge testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3300904.origind.pdf?sfvrsn=6d9575f2_04130304-122resp
down I think SMO should do the testing. Response: Each year, SMO has to conduct more than 6,000 lane miles of inventory friction test on state highway system and more than 2,000 lane miles of acceptance friction test on new construction and overlay projects. Plus, we have to conduct dozens, for SMO to schedule friction test may significantly impact the project progress
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/4130304-122resp.pdf?sfvrsn=270ff3fc_24570000.origind
in all respects to the materials subjected to the tests required. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be accepted for the form material. and no test reports for tests made more than six months prior, . MaterialsforothercementbasedfillersallowedunderSection 457-2.5 shall be tested equivalent to the testing required for the FDOT approved design mixes. Test the materials at a frequency of one set of tests per load of the mixer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan09/files/4570000.origind.pdf?sfvrsn=f924c944_06600100-723FHWA
of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineerfor approval. For each testing phase, test plans must include descriptions of test, and activated the highlighted signs. N= Total number of test vehicle runs. 660-4.4.2 False Positive Testing, ) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/6600100-723fhwa.pdf?sfvrsn=e7a52504_1