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1450300ind
, 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_1Quality Assurance Plan
, automated tests are written to test classes, methods, algorithms, and other sections of code that should be tested on a small scale. Tests are written in test cases that will traverse all code, Testing combines the smaller modules validated in the Unit Testing procedure and tests them, of the modules should receive sufficient testing. 5.2.1 New Tests With new developments and enhancements, of this process, new requirements are tested in an automated test, if possible, and a manual test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/projectmanagement/quality-assurance-plan.pdf?sfvrsn=64b6b579_19380500.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_0SectionMM93V2
groups totaling 30 or more tests. The strength test data from the trial batch is required to meet, by the DMRE. For initial design changes, provide uniformity test data, based on ASTM C94 testing, for Construction Sections 334.044(2), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm93v2.pdf?sfvrsn=2122f41_4Section93V2
groups totaling 30 or more tests. The strength test data from the trial batch is required to meet, by the DMRE. For initial design changes, provide uniformity test data, based on ASTM C94 testing, for Construction Sections 334.044(2), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section93v2.pdf?sfvrsn=9d06f86e_1CTQMChapter5
of a Calcium Carbide Gas Pressure Moisture Tester (FM 5-507), also known as the "Speedy Moisture Test" and report the test results on the density data forms. A checklist is used for each of these areas, 5-507 Determination of Moisture Content by Means of a Calcium Carbide Gas Pressure Moisture Tester (3) FM 5-504 Reporting Test Results on the Density Data Forms, Sampling Soils, Limerock, Cemented, : This is the QC Technician who must be qualified to perform acceptance tests such as Nuclear Density Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/old_files/ctqm151123/ctqmchapter5.pdf?sfvrsn=eaee1ac_0Instructions 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_0Section113-042214
:PhasedArrayUltrasonic Testing. 11.3.6.14. PhasedArrayInstrument:Amultichannel test instrument used, Products VolumeII:Advanced Ultrasonic Testing 11-3-1 SECTION11.3 VolumeII, of procedures for the use of Advanced Ultrasonic Testing on Florida Department of Transportation (Department, Nondestructive Testing ASTM E-2700 Standard Practice for Contact Ultrasonic Testing of Welds Using, Ultrasonic Testing Instruments and Systems ASTM E-1316 Standard Terminology for Nondestructive Examinations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section113-042214.pdf?sfvrsn=13116df_19160203.impl
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_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9320203-origind.pdf?sfvrsn=1a4ccec7_2SP2000702SL
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
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_4SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling 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, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp2000702sl.pdf?sfvrsn=ba13feb2_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_04160601.resp
) 416-6.1.1 Adhesive-Bonded Anchors: Field test installed anchors and dowels for applications, adhesives. The Engineer may also require testing of installed anchors and dowels for other applications. Test individual anchors and dowels by proof loading in tension to 85% of the specified bond strength, opinion. Response: Clarification has been added regarding the payment for additional field tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/4160601.resp.pdf?sfvrsn=698e94ac_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling 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, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp2000702sl.pdf?sfvrsn=5d34cb73_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling 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, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp2000702sl.pdf?sfvrsn=4e697049_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-14) 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, Bike/Shared Use Path and Sidewalk Construction Test Name Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp2000702sl.pdf?sfvrsn=998a3a1a_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling 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, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp2000702sl.pdf?sfvrsn=3aecb5d1_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling 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, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp2000702sl.pdf?sfvrsn=d1a374e9_0