9274 search results for test
9600100-722impl
. 960-3.1.3 System Testing: In lieu of performing PT system tests witnessed by and/or performed, and witnessed by the Engineer. 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests, Assembly Pressure Test: In addition to the other testing specified in this Section, test all filler, for external PT systems. 960-3.2.3 External PT Systems Pressure Test: In addition to the other testing, to the other testing specified in this Section, test all sizes of internal PT systems with flexible filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9600100-722impl.pdf?sfvrsn=4961e39f_29320203.resp
need to go back to just having the bearing pad companies provide us certification of test lab results of the bearing pad test. The Department needs to show us that they have had a problem. To have bearing pads manufactured and delivered to the job site and then to have the Department runs tests, manufacturers coming into the market lets have them get approved first??? Response: Disagree. Testing, are not tested periodically, there is a much higher risk that these structurally critical elements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9320203.resp.pdf?sfvrsn=f04e0542_04550503.comm
Testing, then CSL testing will be required with no separate payment.” The sentence currently added to 455-23.10 does not capture this intent. “When CSL testing is requested by the Engineer, the quantity of CSL tests to be paid for will be the number of drilled shafts accepted based on CSL tests.” If this sentence is intended to address additional testing requested by the Engineer, it should, ; if the testing reveals no problem, the testing is paid as unforeseen work” Per the discussion, the CSL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/4550503.comm.pdf?sfvrsn=91e7d35b_0Section83V2redln
they are responsible for verification inspection and testingwithin their jurisdiction. The compiled data must, of the QC, and verification, and independent assurance inspection and testing must be increased, inspection and testing will be reduced to normal when a revised QC pPlan has been approved and the DMRO, with increased rates of QC, and verification and independent assurance inspection and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section83v2redln.pdf?sfvrsn=8b7ad2b6_12040000.impl
construction and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/2040000.impl.pdf?sfvrsn=9655d55c_0SP2040000
construction and maintenance operations by applying wate 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining. Meettherequirements of 200-8. 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/sp2040000.pdf?sfvrsn=8dfd9a7b_0SP2040000
and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/sp2040000.pdf?sfvrsn=8f5585d9_0SP2040000
construction and maintenance operations by applying wate 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining. Meettherequirements of 200-8. 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp2040000.pdf?sfvrsn=d8f26e86_0SP2040000
and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp2040000.pdf?sfvrsn=abbeecff_0SP2040000
and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp2040000.pdf?sfvrsn=863f9164_09160300-723 FHWA
to a SMO approved laboratory for testing. Provide test results to the SMO. 4.Use the newly, emulsions, the cement mixing test will be waived. For tack products, the minimum testing requirements, . 3.Submit a sample of the blended binder to a SMO approved laboratory for testing. Provide test results, : Specification compliance testing results shall be reported for the tests in Table 916-1 below, unless noted, requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9160300-723-fhwa.pdf?sfvrsn=ba35b34f_14550021FHWA
: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results to the Engineer except when the Contract Documents show that the Department will supply a Geotechnical Engineer to provide these services. Perform the load test, General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4550021fhwa.pdf?sfvrsn=8e68e631_0fm5-534
inch. 5. REPORT 5.1 Test date 5.2 Tester/Technician Identification Number (TIN) 5.3 Location of test (LOT Number, Station Range, Test Station, Offset) 5.4 Measured depth, in inches 5.5 Disposition, FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 July 22, 2025 FM 5-534 1 Florida Method of Test for Thickness Determination in Soil-Aggregate Bases Designation: FM 5-534 1. SCOPE This method presents a procedure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-534.pdf?sfvrsn=b981384b_39910100-723impl
: The yellowness index shall not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance with ASTM E1349, of 60, tested in accordance with ASTM E1349. 991-1.4 Retroreflective Sheeting: The color, inch below the top of post. 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers must include test reports from the National Transportation Product Evaluation Program
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9910100-723impl.pdf?sfvrsn=889c6d61_23460000.origind
the load designated for QC testing is being tested. Revised concreting in cold weather to remove, testing before mix design approval. Take the resistivity test specimens from the concrete, the Engineer at least 48 hours before performing such tests. Perform slump loss testing, of other core samples. Perform surface resistivity tests on the core samples or test cylinders, factor determined by the concrete producer for each mix design to be tested. Record and certify test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3460000-origind.pdf?sfvrsn=e1555f7b_4section61-6112
shall include the quality control test methods, inspections, and minimum frequency of tests, history of the manufacturer. Index tests derived from existing test methods may be developed, ) FloridaDepartmentofTransportationStandardSpecifications for Road and Bridge Construction C) AmericanSocietyfor Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania D) American A s s o c i a t i o n o f S t, Specifications, and Part II Tests, Washington, D.C. E) QualifiedProductsList
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section61-6112.pdf?sfvrsn=c734ffc6_19290000Orign
completion of tests and to delete “Gainesville” from throughout the Section, supplier shall submit the proposed quality control plan, certified test reports from an approved, and satisfactory verification of the test results, the plant will be placed on the Department’s list of active, control plan approval and to require cementitious material shipments to be individually tested, , inconsistent quality control data, or failure of quality control or verification test results. 929-1.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9290000orign.pdf?sfvrsn=61b3bbe9_0SS3370000
Providecertifiedtestresultsforeachbatchoffibermate omplicewi thea canthbove tests. 337-2.6.2 Cellulose Fibers: U rem 1.Fiberlength, compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use, the spread rate into the acceptable range. 337-6 Accep cep e requirements d . Testigin ac ed ccepted, T312-04 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, Individual Test Tolerances for FC-5 Production: Terminat the LOT if any of the following Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss3370000.pdf?sfvrsn=5f39c4f8_03340504FHWA
when evaluating pavement material that had failing test results Please review and transmit your, substituted: 334-5.4.3 Roadway Sampling and Testing Requirements: Obtain five 6 inch diameter roadway cores, . Test these QC samples for density (Gmb) in accordance with 334-5.1.1. Obtain a minimum of three, not perform density testing for acceptance in a sublot if the plant random sample for that sublot has, (within three days of coring); and trim the cores to the proper thickness prior to density testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/3340504fhwa.pdf?sfvrsn=510a9e24_11600403.FHWA
: 1 6 0 0 4 0 3 S t a b i l i zing – Department Verification Testing Dear Ms. Gourdine: We, will be collected by the Engineer for Limerock Bearing Ratio (LBR) verification testing. Please review, . StateConstructionEngineer 1600403 All Jobs STABILIZATION-DEPARTMENT VERIFICATION TESTS. (REV 12-29179-09, than the location where the sample was collected in 160-4.3.1.3, and test the Stabilized Subgrade for determination of the LBR in accordance with FM 5-515. The Engineer will select test locations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1600403.fhwa.pdf?sfvrsn=57e0b5eb_0