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5560432COMM
5560432 556-1 2556-1 *********************************************************************************************** Paul Harkins File: 5560432 - Jack and Bore-Testing Methods Username: Paul Harkins UserEmail: paul.harkins@hardiepipe.com UserTel: 813-478-6240 UserFAX: 866-329-3727 Date, that testing is required in the field. Is it clear that testing is performed on the casing material, testing be waived by the Engineer?
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/5560432comm.pdf?sfvrsn=e6ae784f_05560432COMM
5560432 556-1 2556-1 *********************************************************************************************** Paul Harkins File: 5560432 - Jack and Bore-Testing Methods Username: Paul Harkins UserEmail: paul.harkins@hardiepipe.com UserTel: 813-478-6240 UserFAX: 866-329-3727 Date, that testing is required in the field. Is it clear that testing is performed on the casing material, testing be waived by the Engineer?
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5560432comm.pdf?sfvrsn=22b3cea1_0D9300000.do
be furnished as components of the packaged materials. 930-2 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following : Reducing Field Samples of Aggregates to Testing Size....................................FM 1-T 248 Determining Low-Levels of Chloride Concrete, ................................................................ASTM C 39 [ASTM C 39M] Test Method, of time indicated in the directions for use. d.Whenmaking the slump test, schedule work so the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9300000.do.pdf?sfvrsn=8da026fb_09160201-122resp
.…). Additionally, the statement of the Engineer requiring core samples for Bond Strength testing is open, goes to page 5 under 916-3.2 and talks about running an FM-5-599 test of a core for the bond strength. The spec needs to address what happens if that test fails as to what part of the work is deemed, input is greatly appreciated. Regarding bond strength testing, we agree that additional language, sample was obtained. The roadway cores shall be tested for bond strength in accordance with FM 5-599
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9160201-122resp.pdf?sfvrsn=2e60df80_29160201.impl
: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G, . The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-12, is added for which the high test temperature at 10 rad/sec for the DSR test (AASHTO T 315-12) shall, processed through a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9160201.impl.pdf?sfvrsn=711277e_0SP4550000DB
casings before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, test pile/shaft site during the installation of the instrumentation, during the load testing, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, 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/2018/january-2018/design-build/sp4550000db.pdf?sfvrsn=5cffa162_1SP4550000DB-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_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_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, 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_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_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/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_0