9274 search results for test
6870300.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_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_0SS7810000
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_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss6110000.pdf?sfvrsn=2cefa02d_06110000.impl
. 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_14620200.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_03460203-723D01impl
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_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_0Heavy 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.shtmSP1050813DB-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_1110-row
through eminent domain. This is a testament to the severity of the process. As a result, right, . The certification is a testament that the project is ready for construction from a right of way
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/project-management/pmg/110-row.pdf?sfvrsn=5bb8379_1CTQMChapter4
ACI CONCRETE FIELD TESTING TECHNICIAN GRADE I CERTIFIED TRAINING COURSE Test Methods, for the manufacture, testing, placement, and inspection of concrete material on Florida Department, BACKGROUND The Department has required American Concrete Institute (ACI) Concrete Field Testing, and testing data to be used in the acceptance decision or the Independent Assurance program shall be executed by qualified sampling and testing personnel", ACI Concrete Field Testing Technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/old_files/ctqm151123/ctqmchapter4.pdf?sfvrsn=7b1bb622_04551508-724FHWA
: If the Engineer determines a drilled shaft is unacceptable based on the TITDS tests and other testing, testing in accordance with ASTM D6760 within 25 days of completion of the shaft. Perform the test, to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube, log for each tube pair tested with any defect zones identified on the logs and discussed in the test, determines a drilled shaft is unacceptable based on the CSL test and other testing, core the shaft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4551508-724fhwa.pdf?sfvrsn=749486ee_22005_Measuring Pavement Friction Characteristics at Variable Speeds for Added Safety
conducted standard friction tests on state roadways since 1958. The first Pavement Friction Testing Unit, is obtained from this test. All pavement friction testing currently performed by FDOT is conducted, to accommodate variable testing speeds, comparable to the speed limit of the facility being tested. 2.0, flow and distribution during testing. The units are also checked for repeatability on five test, ) July 31, 2005 4 FIG. 1-Typical FDOT Pavement Friction Testing Unit Performing a Test FIG. 2-Ribbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2005_measuring-pavement-friction-characteristics-at-variable-speeds-for-added-safety.pdf?sfvrsn=37243490_11050813.origind
testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, testing of instrumented piles and test piles in the field. When EDCs will be used to monitor piles, . Provide qualified and trained personnel to perform foundation testing, inspection, testing, load testing and non-destructive testing personnel to be used on the project for acceptance, of data from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/1050813.origind.pdf?sfvrsn=7d28307d_09950000.origind
. During testing the reflectors shall be spun so as to average orientation effect. If a test distance, will be considered acceptable. (b) Heat-Resistance Test: Three reflectors shall be tested for four hours, the specific brightness minimum shall constitute failure of the reflector being tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure of the LOT. Observation, % of the value shown above for crystal. (c) Optical Testing Procedure: The reflex reflector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9950000.origind.pdf?sfvrsn=ef3c24b2_09950000.fhwa
shown above for crystal. (c) Optical Testing Procedure: The reflex reflector to be tested shall, will be considered acceptable. (b) Heat-Resistance Test: Three reflectors shall be tested for four, brightness minimum shall constitute failure of the reflector being tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure of the LOT. Observation Angle, center to aperture center shall be 2.1 inches for the 0.1 degree observation angle. During testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9950000.fhwaeaad3b42f022444b973c7551d63ef071.pdf?sfvrsn=ab9d6b33_04550300.origind
the final capacity of every pile. 455-5.12.4 Dynamic Load Tests: Dynamic load testing consists, Static Load Tests: Static load testing consists of applying a static load to the pile to determine its, . 455-5.12.7 Structures Without Test Piles: For structures without 100% dynamic testing or test, . Except for test piles which are to be statically or Statnamically load tested, drive test piles, are to be statically or Statnamically load tested as anticipated for the production piles. When test piles attain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550300.origind.pdf?sfvrsn=b9ceae53_0