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Chapter11s7
of Resolution Testing in PrC Note the purpose of the test and the associated LOT number in the Comments, 11.7.5 Resolution Reports for AC Content, Gradation, and Density Cores When the QC Technician’s test results and the Department’s VT’s test results do not compare for a specified test, the QC test results are not verified. Therefore, Resolution Tests (RT) for all sublots in the LOT must be run for each property that does not compare. These RT results are then compared to the QC test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s7.pdf?sfvrsn=a9fc515c_69910000-722FHWA
and for hot weather test temperature only. Impact tests shall be performed only on tubular markers, for the category of High Speed.. Applications and for hot weather test temperature only. Impact tests shall, Speed Applications and for hot weather test temperature only. Impact tests shall be performed only, and for hot weather test temperature only. Impact tests shall be performed only on tubular markers, testing and clarify the table for submittal requirements. Please review and transmit your comments
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9910000-722fhwa.pdf?sfvrsn=7ebebd70_29290200.origind
concrete. The tests shall be performed as specified in 929-2.2 .1 . Sampling and testing of fly ash, Subject: Basis for Source Approval, Fly Ash, Acceptance Testing of Fly Ash, Acceptance Testing of Silica Fume, Acceptance Testing of Metakaolin, Acceptance Testing of Ultra Fine Fly Ash, . This revision includes a proposed maximum amount as well as a test method for determining the amount, the testing required in the revision so they will not have additional requirements to meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9290200.origind.pdf?sfvrsn=3cfa2725_0SP3460902SL
PORTLAND CEMENT CONCRETE – ACCEPTANCE SAMPLING AND TESTING. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 346-9.2 (Pages 334 - 335) is deleted and the following substituted: 346-9.2 Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete of each design mix for water to cementitious materials ratio, air content, temperature, slump and compressive strength once per, mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer
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in which their Engineer researched the ASTM Standard tests to determine the appropriate test, accurate and current representative ASTM testing methods and test results. Implementation, with relevant test results that reflect actual plastic product testing, : Thepreviousspecificationwasderivedfrom a developmental specification that referenced some ASTM testing that was for wood products. Since that time ASTM has included tests that are for plastic products. Due to the different tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9730000.origind.pdf?sfvrsn=ac46d3b7_0SS2000000
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must meet, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control testing, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss2000000.pdf?sfvrsn=40a98270_02000000.impl
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must meet, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control testing, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2000000.impl.pdf?sfvrsn=45d9c041_0SS2000000
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must meet, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control testing, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss2000000c508df4bc5634781a9abd88cbc85223a.pdf?sfvrsn=85e5bad5_0SS2000000
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must meet, no Resolution testing is required for 12 consecutive verified LOTs, or if required, the QC test data, the substantiating tests and notifying the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss2000000.pdf?sfvrsn=ff82e7bb_0SS2000000
density tests at random locations within the test section. At each test site, test the bottom 6 inches in addition to the entire course thickness. All QC tests and a Department Verification test must, and notifying the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control, will collect the remaining Verification split sample for testing. Verification Test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2000000.pdf?sfvrsn=a26780e2_01450300ind
, the Engineer will verify the QC tests results if the verification test results for pH tested in accordance, laboratory designated by the SMO will perform resolution testing. If the resolution test result, with Section 120. In addition, the Engineer will verify the QC tests results if the verification test, , as determined by FM 1-T 267 and by averaging the test results for three randomly selected, representative, unsuitable for construction of the reinforced fill volume if an individual test value exceeds 3.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/1450300ind.pdf?sfvrsn=723c41f5_11450300int
, the Engineer will verify the QC tests results if the verification test results for pH tested in accordance, laboratory designated by the SMO will perform resolution testing. If the resolution test result, with Section 120. In addition, the Engineer will verify the QC tests results if the verification test, , as determined by FM 1-T 267 and by averaging the test results for three randomly selected, representative, unsuitable for construction of the reinforced fill volume if an individual test value exceeds 3.0
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/1450300int.pdf?sfvrsn=5b61dc33_1Instructions for Completion of AsphaltPavementStraightedgeTestReport
Instructions for Completion of Asphalt Pavement Straightedge Test Report No erasures accepted, the test was performed. 6. T ype of Mix – Indicate asphalt mix type, e.g., FC – 5, FC – 6, SP 9.5, etc. 7. T ype of Pavement – Enter X in the to indicate the type pavement on which the testing, for the testing. 9. C o n t r actor – Enter the name of the Contractor for this project. 10. E n g, where the test was performed. Right or left should be determined by standing on the centerline
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/districtoffices/d1web/constructionmaterialsissues/instructions-for-completion-of-asphaltpavementstraightedgetestreport.pdf?sfvrsn=41cf61bc_09380500.origind
Institute. Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi, / michael.bergin@dot.state.fl.us Userid: rt822mb Problem statement: Thecurrent specification requires a test that is not performed by testing laboratories. Therefore grouts cannot meet the specification nor be approved for use. With that we are requesting that the Subject section be removed until a replacement test, laboratories to perform the test. This has been verified by the Materials Office. Background data: N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9380500.origind.pdf?sfvrsn=536a2a02_09320203.origind
by the Engineer, one for testing and one for confirmverification in the event of a failing test, expense. SUBARTICLE 932-2.6.1 is deleted and the following substituted: 932-2.6.1 Testing: Test, shall be rejected and the confirmverification sample tested. If the confirmverification sample test, submit to the Engineer complete certified test results from the independent laboratory for all tests, additional complete bridge bearing pads to replace those selected for testing. Bridge bearing pads
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and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing, mixing test will be waived. For tack products the minimum testing requirements shall include, ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value Superpave PG, ) Maximum 75 degrees Separation Test, ASTM D 7173-14 and Softening Point, AASHTO T53-09 (2013) 163
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9160203.impl.pdf?sfvrsn=dff33e89_0334LAP.resp
334-5.10.3.3 lists numerous exceptions to straightedge testing. However, for the areas that do get tested, of the independent testing lab to provide acceptance testing. Test lab can either be hired by the owner, – consider testing every 1000-1500 lineal feet of mainline paving with a minimum of 3 tests per day, Projects the contractor performs acceptance testing? Response: Contractor test results are used, to eliminate QC testing but does not speak to the requirements of 327, 330, and 337. Perhaps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/334lap.resp.pdf?sfvrsn=8807f7b8_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 200-7.2.2 (Page 204) is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing, and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control, Thickness Three per LOT Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp2000702sl.pdf?sfvrsn=9befa4f8_0SP2000702SL
and testing at a minimum frequenc listed in the table below y . The Engineer will perform Verification sampling and tests at a inimum frequency listed in the table below. Mainline Pavement Lanes, Turn ots, Concrete Box Culverts and Reta ms m Lanes, Ramps, Parking L ining Wall Syste Test Name, Path an uction Test Name Quality Control Verification Modified Proctor Maxisity OnepertwoLOTs O
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp2000702sl.pdf?sfvrsn=b38d7990_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-15) SUBARTICLE 200-7.2.2 is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests, , Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control Verification, LOT Witness Shoulder-Only, Shared Use Path and Sidewalk Construction Test Name Quality Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp2000702sl.pdf?sfvrsn=60b3c01_4