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D3300000.do
. 330-12.3.2 Test Method: Perform acceptance testing with one pass of a standard 15 foot [4.572 m] rolling, the Engineer from requiring additional acceptance testing at other locations within the lane being tested, . ControlCharts: Plot and keep charts updated daily for all Quality Control Sampling and Testing, . 3.Gradation and asphalt content of RAP. 4.Any other test result or material characteristic, Process Control Testing Requirements: Include as a minimum, the following testing frequencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300000.do.pdf?sfvrsn=313fd48a_0GL-09 foundations (2018-2019) clean
loss test results before drilled shaft concrete operations begin. The tests shall demonstrate, time. Inform the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration, Report of Construction, test shafts must be removed to 2 ft. [0.6 m] below ground line. [Spec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-09-foundations-(2018-2019)-clean.pdf?sfvrsn=819bd354_0GL-09 foundations (2017-2018) clean
loss test results before drilled shaft concrete operations begin. The tests shall demonstrate, time. Inform the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration, Report of Construction, test shafts must be removed to 2 ft. [0.6 m] below ground line. [Spec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-09-foundations-(2017-2018)-clean.pdf?sfvrsn=c056e18d_0DRB__ChoctawBayBridge
to push the test pile permit application non-formal (Section 7) based on the fact that the Department, assumed no link between the test pile permit process and the dredge and fill permit processes. The new requirement by the Department to perform noise monitoring during the test pile process, linked, in their position papers, by their testimony at the DRB Hearing, and the DRB’s analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d3/2017/drb__choctawbaybridge.pdf?sfvrsn=25abc51a_09160000.resp
. For BBR testing, PG52-28 is tested at -18°C, not -12°C. Response: Regarding the comment about eliminating, regarding the testing temperature for the PG 52-28. The specification has been modified. Change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9160000-resp.pdf?sfvrsn=e0cdb558_45260301.comm
requirements, the old spec does not indicate the samples will be tested for strength. This modification seems to add testing requirements for roadway paver samples, even though that is apparently, to the ASTM methods and eliminating all testing of samples. Arguably, successful architectural paver
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5260301.comm.pdf?sfvrsn=23becc43_0Section93V2-724
amples may be obtained and tested by the Producer or the Department. Each brand or type of Clearly, . Ensure that the preparation and testing of the trial mixes is performed by a laboratory, testing shall be qualified as described in Specifications Section 105. Make a separate submittal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section93v2-724.pdf?sfvrsn=a825dfbe_11050806origind
include final curing, compressive strength testing, and the recording/reporting of all test data, Concrete Strength Testing Technician, for personnel performing tests on hardened properties of concrete, tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel performing, plastic property tests must have ACI Concrete Field Testing Technician-Grade I certification, - Level I1 : Ensure technicians performing plastic property testing on concrete for materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/1050806origind.pdf?sfvrsn=ff830299_21050806ind
. Duties include final curing, compressive strength testing, and the recording/reporting of all test, Testing Technician - Grade I, for personnel performing concrete plastic property tests and ACI Self, Concrete Strength Testing Technician, for personnel performing tests on hardened properties, property tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel, performing plastic property tests must have ACI Concrete Field Testing Technician-Grade I certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/1050806ind.pdf?sfvrsn=3e23b9bb_49010102.origind
gradation test. In this case the impact is very minor. If the producer runs additional wood and root tests, they can set up the material for a gradation test in a pan, count the wood but not run, and inadequate to account for roots and wood. 2) The Specification’s referenced test method for mica schist, , and to reference the AASHTO test method for determining mica schist, Negative. The mines are already hiring workers at certain production stations to pick roots. Testing
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is the cure for failed perk tests? Response: : Yes, each test site where trees will be planted, : (12-5-16) 1630000 It is important to know if the existing soil will also percolate. The test holes will percolate if the new soil surrounding the test hole is permeable. If there is a clay layer under your new soil the median will fill up with water and drowned your plants. The test holes are needed, finding that it’s very unlikely that thorough testing of imported material occurs – esp. in regard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/1630000.resp.pdf?sfvrsn=6912ca37_04620000FHWA
of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference, . Test plastic components in a certified independent laboratory accredited through the laboratory, for Laboratory Accreditation (A2LA). Certification of test reports may be performed by an independent, component test and entire system test, if needed, must be retested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4620000fhwa.pdf?sfvrsn=56a95cca_04620000Origin
Specifications. Test and provide written certification that the couplers meet or exceed the testing, establish, through testing, the minimum bending radius for the duct. The test consist of a modified, seeking evaluation of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO, specified herein. Test plastic components in a certified independent laboratory accredited through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan07/files/4620000origin.pdf?sfvrsn=c3b54bb7_01200702.origind
the Engineer prior to beginning construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2. Identify the test, of a change in compaction effort or soil classification, failing QC test or when the QC tests cannot, compacted thickness, after having demonstrated with a successful test 1200702 All Jobs section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/1200702.origind.pdf?sfvrsn=6afff731_0CM-650-03 Vehicular Traffic Signal Assembly Backplate
Inspection TERL Test Cases (Steps): BP002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, and Physical Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test, in submittal. TERL Test Cases (Steps): BP001 (Step 2), BP002 (Step 3) FORMTEXT FORMTEXT, a statement of conformance in this field. Compliance Matrix Review TERL Test Cases (Steps): BP001 (Step, of the American Society for Testing and Materials (ASTM) D 3359, ASTM D 3363, and ASTM D 522
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-650-03-vehicular-traffic-signal-assembly-backplate.docx?sfvrsn=7c0c17e4_1Section11.3-042214_1-15WB
metal through which ultrasound must travel to test the weld shall be tested for laminar reflectors, Metal Products Volume II: Advanced Ultrasonic Testing 11-3-1 SECTION 11.3 Volume II ADVANCED ULTRASONIC TESTING 11.3.1 PURPOSE This procedure provides guidance for the development and implementation of procedures for the use of Advanced Ultrasonic Testing on Florida Department of Transportation, Performing Nondestructive Testing ASTM E-2700 Standard Practice for Contact Ultrasonic Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section11-3-042214_1-15wb.pdf?sfvrsn=4a744716_1Section113_042214
metal through which ultrasound must travel to test the weld shall be tested for laminar reflectors, Metal Products Volume II: Advanced Ultrasonic Testing 11-3-1 SECTION 11.3 Volume II ADVANCED ULTRASONIC TESTING 11.3.1 PURPOSE This procedure provides guidance for the development and implementation of procedures for the use of Advanced Ultrasonic Testing on Florida Department of Transportation, Performing Nondestructive Testing ASTM E-2700 Standard Practice for Contact Ultrasonic Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section113_042214.pdf?sfvrsn=79ef8674_1F4006ScopeServices
testing may be required for the modification evaluation. Any marked variations from original test, ). If an FM does not exist for a particular test, perform the testing in accordance with the method, of these Specifications. The Engineer may inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification, to the Department. 6-1.2.1 Pretest by Manufacturers: Submit certified manufacturer’s test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/fcp/f4006/f4006scopeservices.pdf?sfvrsn=eab670c3_24550503DB.ind
to the pile for dynamic load testing. Monitor the stresses in the piles with the dynamic test, equipment is subject to satisfactory field performance during and without dynamic testing. Use, approved otherwise by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile stress measurements exceed the maximum allowed pile stress determined by 455-5.12.2. When driving a pile without dynamic testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4550503db-ind.pdf?sfvrsn=7b5a6633_24550503DB.origind
to the pile for dynamic load testing. Monitor the stresses in the piles with the dynamic test equipment, equipment is subject to satisfactory field performance during and without dynamic testing. Use a variable, approved otherwise by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile stress measurements exceed the maximum allowed pile stress determined by 455-5.12.2. When driving a pile without dynamic testing, Rreplace
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