9188 search results for test
4550201-724IMPL
a professional testing laboratory, or Specialty Engineer with prior load test experience, at an earlier time to prevent testing delays. Load test piles/shafts in the order directed, by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, drive of all piles accepted by results of Dynamic Testing of all blows. 4. At least one test pile, : 455-5.12.7 Structures Without Test Piles: For structures without 100% dynamic testing or test piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4550201-724impl.pdf?sfvrsn=5be8e41b_14550201-724IMPLrev
a professional testing laboratory, or Specialty Engineer with prior load test experience on at least, at an earlier time to prevent testing delays. Load test piles/shafts in the order directed, by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, drive of all piles accepted by results of Dynamic Testing of all blows. 4. At least one test pile, : 455-5.12.7 Structures Without Test Piles: For structures without 100% dynamic testing or test piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4550201-724implrev.pdf?sfvrsn=ca68c24e_11200000.FHWA-REVISED
area. The Engineer will determine test locations, collect samples, and perform tests to investigate, section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2, the QC tests cannot be verified, construct a new test section. The Contractor may elect to place, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa-revised.pdf?sfvrsn=6f8b56a5_0DEV349-927UHPC (4-20-23)
Description Test Method Minimum Sampling and Testing Frequency Flow of UHPC ASTM C1437 (Using, Test Method Minimum Sampling and Testing Frequency Flow of UHPC ASTM C1437(Using Modifications, One test per bridge deck 349-8.2 UHPC Quality Control Compressive Strength Testing: For each LOT, . Ensure that the tests are performed by a testing laboratory meeting the lab qualifications of 105-7, to the Department qualified testing laboratory for testing. Cure the 28-day test cylinders and resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev349-927uhpc-(4-20-23).pdf?sfvrsn=72bbeff9_14620402.impl
of 20 minutes and containing a non-yellowing light stabilizer. Perform tests on samples from, as follows: Conduct the lateral load resistance test (FIB 4.1.4), without the use of a duct stiffener plate, 3.35 inches in diameter; Bond length test (FIB 4.1.8) must achieve 40% GUTS in a maximum length, to the component testing stated herein, the manufacturer shall establish, through testing, the minimum bending radius for the duct. The test consist of a modified duct wear test as described
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4620402.impl.pdf?sfvrsn=b57903b8_09380402int
in Table 938-1. Tests A, B, N, and O will be conducted by the Department. Table 938-1 Test ID, : None Summary: Updated the unit of sulfate limitation and sampling time according to the test method. Justification: To align with the testing method, the unit of sulfate limitation and the sampling, substituted: 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM and FM test methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9380402int.pdf?sfvrsn=c6f09173_19380402ind
in Table 938-1. Tests A, B, N, and O will be conducted by the Department. Table 938-1 Test ID, : None Summary: Updated the unit of sulfate limitation and sampling time according to the test method. Justification: To align with the testing method, the unit of sulfate limitation and the sampling, substituted: 938-4.2.2 Laboratory Testing: The grout shall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM and FM test methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9380402ind.pdf?sfvrsn=cee2f64a_16870300.impl
on-site testing to select the clearest and most appropriate operating frequency for all HAR transmitters at the proposed locations. Submit the results of the frequency search, testing, 687-4.2 is deleted and the following substituted: 687-4.2 System Tests: Conduct approved HAR system tests on at least one HAR system, including the operations center, one sign and flashing beacon, place, then repeat the test. If a component has been modified as a result of a system test failure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6870300.impl.pdf?sfvrsn=e7fbd7f2_0Section61V2-redln1-22
. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications. American, that the QC testing equipment is maintained and calibrated in accordance with the applicable test methods, controlQC test methods, inspections, and minimum frequency of tests that are used as the basis, on the performance history of the Production Facility. Index tests derived from existing test methods, hydrostatic tests in accordance with the joint testing procedure specified in ASTM A760 ; deflect
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section61v2-redln1-22.pdf?sfvrsn=d693f6ee_1SS7810000
are readily accessible for inspection and maintenance. Provide labeled test points for checking essential, is automatically tested once each day, and that it may be tested on command from remote and local control, Full Matrix Display Module: Assemble display modules to racters. at 00 as or ure s a pixel test, with the International Commission on Illumination’s (CIE) requirements detailed in Test Method, that demonstrates testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i x e l c o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7810000.pdf?sfvrsn=93bdf472_09320300.impl
to the average test result from all three lots minus three standard deviations. n – Tests shall be conducted, for the tensile testing of one of its straight portions, test specimens produced at the same time, : Producers shall submit to the State Materials Office (SMO), a test report of the physical, reinforcing produced. Qualification testing shall be conducted by an ISO 17025 accredited laboratory approved by the Department for performing the FRP test methods. Three production LOTS shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9320300.impl.pdf?sfvrsn=a2d6dc0_0SS6110000
, the Engineer will require the satisfactory completion of all f tests of completed installations, of all field tests of completed installations in accordance with the requirements of 611-4, develops, correct the 48 hour test period, the Contractor is fully responsible for the r trafcsign ot, Tests of Installations. Perform the following tests in the presence of the Engineer and, when, : Test each signal head circuit, pedestrian detector circuit, vehicle detector loop circuit
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. Perform the 48 hour test only after achieving acceptable results from the other tests listed, Manufacturer’s Tests and Certifications. Formaterials which may not require formal testing, the Engineer, will require the satisfactory completion of all field tests of completed installations in accordance, field tests of completed installations in accordance with the requirements of 611-4 and on the basis, . 611-4 Field Tests of Installations. Perform the following tests in the presence of the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/6110000.impl.pdf?sfvrsn=37209241_0EstimatesBulletin15-06
with Internal Gauges, LF AA1 455-143-1xx Test Piling, Includes 100% Dynamic Testing with Internal, with External Gauges, LF AA2 455-143-2xx Test Piling, Includes 100% Dynamic Testing with External Gauges, LF, % dynamic testing, with or without test piles as follows: · Show Ø Compression = 0.75 · Revise, % dynamic testing and resistance factor = 0.65 Estimated pile and test pile quantities with 100, - 100% Dynamic Testing This bulletin is intended to address pay item changes related to 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/programmanagement/estimates/estimatesbulletins/files/estimatesbulletin15-06.pdf?sfvrsn=217dd6e7_0Estimates Bulletin 15-06
with Internal Gauges, LF AA1 455-143-1xx Test Piling, Includes 100% Dynamic Testing with Internal, with External Gauges, LF AA2 455-143-2xx Test Piling, Includes 100% Dynamic Testing with External Gauges, LF, % dynamic testing, with or without test piles as follows: · Show Ø Compression = 0.75 · Revise, % dynamic testing and resistance factor = 0.65 Estimated pile and test pile quantities with 100, - 100% Dynamic Testing This bulletin is intended to address pay item changes related to 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/bulletins/fpc/2015/estimates-bulletin-15-06.pdf?sfvrsn=af388047_1Heavy Vehicle Simulator
Accelerated Pavement Testing and Research, ) to invest in Accelerated Pavement Testing (APT). The Department procured a piece of equipment, pavement test tracks at the State Materials Office to simulate one-half-axle truck loading. Pavement, Performance Journal (external link) 2022 Accelerated Pavement Testing Validation of a Pavement Response Model, of the Performance of Highly Modified Asphalt Binder Using Accelerated Pavement Testing Journal (external link
https://www.fdot.gov/materials/pavement/research/apt/index.shtm3460203-723D01impl
mix design to be tested. Record and certify test results for correction factors for each type, of concrete, perform the following tests: 1. Except for SCC, perform a slump test to confirm, and the following substituted: 346-8 Plastic Concrete Sampling and Testing. QC tests include air content, of all trucks if the QC truck has failing test. Perform plastic properties tests of concrete on all, . Ensure the QC testing laboratory input the compressive strength test results into the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3460203-723d01impl.pdf?sfvrsn=74e90872_1SP1050813DB-723origind
and structures for the project. Provide qualified and trained personnel to perform foundation testing, for the geotechnical, dynamic testing, load testing and non-destructive testing personnel to be used, in the interpretation and utilization of data from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used on the project on at least three Department bridge projects. 105-8.13.3 Dynamic Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/sp1050813db-723origind.pdf?sfvrsn=91cf2eab_14550202.impl
items for static load tests, the Engineer will consider all required static load testing, that indicates the final capacity of every pile. 455-5.12.4 Dynamic Load Tests: Dynamic load testing, Tests: Static load testing consists of applying a static load to the pile to determine its capacity, . 455-5.12.7 Structures Without Test Piles: For structures without 100% dynamic testing or test piles, for test piles which are to be statically or Statnamically load tested, drive test piles their full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/4550202.impl.pdf?sfvrsn=d0294992_04620200.impl
. Manufacturers seeking evaluation of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO, Post Tensioning Systems List website. Test plastic components in a certified independent laboratory, (GAI) or the American Association for Laboratory Accreditation (A2LA). Certification of test reports, is modified or replaced, the appropriate component test and entire system test, if needed, must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4620200.impl.pdf?sfvrsn=977e82cd_0