9185 search results for test
9320203.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_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_39160300-723 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
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: 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_2section61-6112
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_13460000.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_4SS3370000
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
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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
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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
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strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch, Evaluation & Audit Solutions Field Test Report For standard paint, durable paint, two reactive, Solutions field test data meeting FDOT Specification requirements. Independent Laboratory Test Report Submit independent laboratory test results meeting the requirements in 971. Installation, , a sample of each component must be submitted. The Department will test hot-applied standard thermoplastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9710104-724origind.pdf?sfvrsn=83918e93_19160300-723impl
approved laboratory for testing. Provide test results to the SMO. 4.Use the newly blended binder only, for the tests in Table 916-1 below, unless noted otherwise. Quality control (QC) testing results, additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315) shall be 26.5ºC for PG grades PG 67 and higher. 2. An additional high temperature grade of PG 67 is added for which the high test temperature at 10 rad/sec for the DSR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9160300-723impl.pdf?sfvrsn=7be568a3_29160201-122impl
binder to a SMO approved laboratory for testing. Provide test results to the SMO. 4. Use the newly, for the tests in Table 916-1 below, unless noted otherwise. Quality control (QC) testing results shall, , the cement mixing test will be waived. For tack products, the minimum testing requirements shall include, additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-20 shall be 26.5ºC for PG grades PG 67 and higher. 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9160201-122impl.pdf?sfvrsn=1dd972b4_29160300-723origind
for testing. Provide test results to the SMO. 4.Use the newly blended binder only after approval, /URLinSpecs/Section35V2.shtm. 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests, . The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T 315-20, is added for which the high test temperature at 10 rad/sec for the DSR test (AASHTO T 315-20) shall, a vacuum tower and have an initial boiling point of 385°C (725°F) or lower when tested
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their own Quality Control( QC) tests for a number of years. The reliability of test results, Florida Method of Tests. Each trainee will be allowed two chances to pass each test. Should a trainee, or inspecting these tests should obtain this qualification. AGGREGATE BASE TESTING TECHNICAIN, for the manufacture, monitoring, sampling, testing, reporting and inspection of mineral aggregates incorporated, manuals are included with this procedure for projects requiring Aggregate Testing. Topic
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Speed Applications and for hot weather test temperature only. Impact tests shall be performed only, of High Speed Applications and for hot weather test temperature only. Impact tests shall be performed, ) for required testing. Subarticle 991-1.5 is the only affected language, highlighted for your, : 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
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not have an average organic content (minimum of three tests) greater than 2.5% and any individual test, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, material shall not be used as a stabilizer (see 914-4 for qualifying tests for these conditions
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not have an average organic content (minimum of three tests) greater than 2.5% and any individual test, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, material shall not be used as a stabilizer (see 914-4 for qualifying tests for these conditions
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. Inform the Engineer at least 48hours before performing such tests. Perform slump loss testing, the Engineer at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft, . Test the plastic properties of the first adjusted load and every load that arrives at the project, to cementitious materials ratio as defined by the mix design. After adjusting the slump, perform a slump test, in Table 62. PerformConfirm with another a slump test onthat the next load to ensure the concreteis
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