9274 search results for test
9160000.origind
specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results, for Specification Compliance and appropriate action taken. The Quality Control testing and location where the test, by the supplier and tested for Quality Control testing in accordance with 916-1.3.2. A single one, for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9160000.origind.pdf?sfvrsn=f8909244_00060000SS
. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, certified manufacturer’s test results to the Engineer for qualification and use on Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/0060000ss473a170da41843f6aaa65610650e5e14.pdf?sfvrsn=25c1f7c4_00060000SS
of materials that have been tested and accepted at the source of supply, or may require the testing, . 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing in accordance, inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/0060000ss.pdf?sfvrsn=394b0c29_00060000SS
. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, certified manufacturer’s test results to the Engineer for qualification and use on Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/0060000ss.pdf?sfvrsn=a1135ca6_0Section34-051815 1-16
passed all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO, Control (QC) Program for the manufacture, testing, storage, and transportation of asphalt emulsion, and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/materials-manual/section34-051815-1-16.docx?sfvrsn=97829e56_13340302-724IMPL
334 SUPERPAVE ASPHALT CONCRETE. (REV 7-26-23) (FA 10-24-23) (FY 2024-25) SUBARTICLE 334-3.2.3.2 is deleted and the following substituted: 334-3.2.3.2 Fine Aggregate Angularity: When tested, aggregate angularity value less than 45.0 and greater than or equal to 42.0 is allowable provided testing parameters of AASHTO T 340-10 (2019) meet the following requirements: 1. Rutting tests, to Ndes shall be within the following range: 3.0 ≤ Va ≤ 4.8. 3. Rutting tests are performed at 64.0 C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3340302-724impl.pdf?sfvrsn=6b451d89_11250000.comm
density testing to one test every 1000 feet or two sections, passing QC tests within a run of pipe and 2. A verification test run per four consecutive passing QC, and tested in 12” lifts, it should be allowed any where. Again the testing will determine, of tests - how does one handle a project that is built in short segments? Specifically, consecutive distances before reduced testing is an option. My question to the Department is how many
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1250000.comm.pdf?sfvrsn=c315d6a2_01450000.impl
the backfill material tested for every soil type for pH by a Department approved independent testing, and tests at a minimum frequency listed in the table below. Test Name Quality Control (QC, by the SMO will perform resolution testing. The material will be sampled and tested in accordance, and tested in accordance with AASHTO T90 and AASHTO T89, respectively. If the resolution test result, resolution testing. If the resolution test result satisfies the required criteria, material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/1450000.impl.pdf?sfvrsn=1fa848de_03460301.origind
tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from, substituted: 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled shaft concrete, such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting, strength test results into the Department’s sample tracking database within 24 hours. When the QC testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3460301.origind.pdf?sfvrsn=92bddc3c_0MAC_Method of Acceptance
• FDOT h a s 2 categories in the Specs – Somebody samples and tests or – Somebody certifies • APL, tests? Florida Department of TRANSPORTAT I O N Materials A cceptance and Certification • Sampling and Te sting – Who tests? Florida Department of TRANSPORTAT I O N Materials A cceptance, need a qualified sampler, tester, lab? Florida Department of TRANSPORTAT I O N Materials A cceptance and Certification • Sampling and Te sting – Does it need a qualified sampler, tester, lab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/mac_method-of-acceptance.pdf?sfvrsn=77eb6acc_1ThomasW
over 50 construction and commercial business damage investigations and has testified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/thomasw.pdf?sfvrsn=146f5bc5_05230202.FHWA
lanes and shoulder pavement at the crosswalk location. The test installation will be tested for skid, and shoulder pavement at the crosswalk location. The test installation will be tested for skid, was proposed by Jim Mills of the Roadway Design Office to delete the BPN test requirement. Please, Requirements: QPL approval will be contingent on a field service test demonstrating that the imprinted, properties using the British Pendulum Tester, oran FN40R value of 35 in accordance with ASTM E-274
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5230202.fhwa.pdf?sfvrsn=f1f6a235_0SS5230000
tested in accordance with ASTM E-303 using the British Pendulum Tester and has a British Pendulum, location. The test installation shall be tested by the manufacturer in accordance with FM 5-592. 523-3, . For products proposed for use in vehicular traffic areas, test data verifying the material meets, with the manufacturer’s specifications and procedures, has been tested in accordance with either, Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40), and has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5230000.pdf?sfvrsn=edcc73ab_0SS5230000
tested in accordance with ASTM E-303 using the British Pendulum Tester and has a British Pendulum, location. The test installation shall be tested by the manufacturer in accordance with FM 5-592. 523-3, . For products proposed for use in vehicular traffic areas, test data verifying the material meets, with the manufacturer’s specifications and procedures, has been tested in accordance with either, Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40), and has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5230000.pdf?sfvrsn=3619a857_09160000.FHWA
asphalt product requires testing by FM 1-T 283 and the test results indicate it is not required, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, unless specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test, months from the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from, CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9160000.fhwa.pdf?sfvrsn=a8aba4f3_00060000SS
not exist for a particular test, perform the testing in accordance with the method specified, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department projects. Testing will be as specified in the Contract Documents. The Department may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/0060000ss.pdf?sfvrsn=974a31e6_00060000SS
not exist for a particular test, perform the testing in accordance with the method specified, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department projects. Testing will be as specified in the Contract Documents. The Department may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/0060000ss49799aea8208447b834cf4835267d83e.pdf?sfvrsn=a74158ef_00060000SS
not exist for a particular test, perform the testing in accordance with the method specified, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department projects. Testing will be as specified in the Contract Documents. The Department may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0060000ss.pdf?sfvrsn=4f428dc5_09380602.impl
. Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test will result in no bleed water (0.0 percent)., Test Procedure for Cement Grouts for Post-Tensioned Structures as outlined in Section 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9380602.impl.pdf?sfvrsn=1670ad87_0Section3.5-051018_1-19WB
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, in detail below. 3.5.6.2 Laboratory Testing Submit Specification Compliance (SC) test results from, and Testing A new LOT will occur if the SC tests are no longer representative of the material, as to not exceed 35 calendar days between any two SC tests. Perform SC testing in accordance, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section3-5-051018_1-19wb.pdf?sfvrsn=917015bc_1