8999 search results for test
1050100-723origind
of Materials Certification and Reporting Test Results: Submit certifications prior to placement of materials. Report test results at completion of the test and meet the requirements of the applicable Specifications. 105-1.1.2 Databases: Obtain access to the Department’s databases prior to testing, . Enter all required and specified documentation and test results into the Department’s databases, for collecting test information. Ensure the worksheets at a minimum contain the following: 1. Project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/1050100-723origind.pdf?sfvrsn=ac4e2803_19870000Comm
-Theformer frequency of 1 test per 2 shoulder miles is substantially increased on most projects by going to a frequency of 1000 SY/ test. Again, probably not a great cost to benefit ratio. Based on typical widths on resurfacing projects, this change would increase frequency testing 5 to 10 times what, tests per project with over 1000 SY of prepared soil layer. I think that is more reasonable, , in addition to spending a lot of money testing dirt underneath grass that will grow in almost any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/9870000comm.pdf?sfvrsn=10f08c08_04550511-722resp
for 100% dynamic testing and 1 wd for piles not dynamically tested? For piles on foundations requiring 100% dynamic testing and piles initially non instrumented with instrumented set-checks, not requiring 100 % dynamic testing, the Engineer will accept the production piles within one, accepted to date that this paragraph is dealing with the testing of polymer slurry, “… in the shaft prior to placing the concrete,” 455-15.8.4. Moreover, the polymer testing requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/4550511-722resp.pdf?sfvrsn=c94f2b34_2section82vii-06112
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, compression testing machine, laboratory scales and plastic concrete test equipment (I, of the inspection and testing programs for the manufacture, storage, and transportation of the Incidental, Specifications, and Part II Tests, Washington, D.C (D) Florida Department of Transportation, of Transportation (F) Field Sampling and Testing Manual, Florida Department of Transportation Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section82vii-06112.pdf?sfvrsn=3f65494e_1CM-700-04 Internally Illuminated Sign
with this requirement. A completed Testing Laboratory and Report Checklist, if a test report is used, : A third party test report that demonstrates compliance with this requirement. A completed Testing, party test report that demonstrates compliance with this requirement. A completed Testing, Inspection TERL Test Cases (Steps): IIS002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, location of requested information in submittal. TERL Test Cases (Steps): IIS001 (Step 1), IIS002 (Step
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test reports from an approved laboratory which certifies that the cement in current production, quality control plan. An approved laboratory shall perform one quality control test per 400 ton [360, samples of the cement collected for quality control testing. Split samples shall be delivered, plan approval may be accepted on the basis of certified mill analysis test results meeting the requirements of the applicable AASHTO and FDOT Specifications. Certification of these test results
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control plan, the supplier must submit test reports from an approved laboratory which certifies, quality control test per 400 ton [360 metric ton] LOT and a copy of their mill certificates shall, , the supplier shall provide split samples of the cement collected for quality control testing, analysis test results meeting the requirements of the applicable AASHTO and FDOT Specifications. Certification of these test results shall be provided upon request to the District Materials Office
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9210000.do.pdf?sfvrsn=27780533_0D9210000
test reports from an approved laboratory which certifies that the cement in current production, quality control plan. An approved laboratory shall perform one quality control test per 400 ton [360, samples of the cement collected for quality control testing. Split samples shall be delivered, plan approval may be accepted on the basis of certified mill analysis test results meeting the requirements of the applicable AASHTO and FDOT Specifications. Certification of these test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d92100005acfe03702f745fbb23dc5713620d385.pdf?sfvrsn=de3d3104_0I-Street
to the Request for Information (RFI) to deploy and test Connected and Automated Vehicle (CAV) technologies, through the FDOT district offices and leverage the I-STREET program by testing and evaluating
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/research-projects/d6cd9cb7-0206-4a2e-8085-dcfd860b23365220400-722impl
522 CONCRETE SIDEWALK AND DRIVEWAYS. (REV 10-12-21) (FA 1-10-22) (7-22) ARTICLE 522-4 s deleted and the following substituted: 522-4 Foundation. Shape and compact the foundation materials with suitable equipment to a firm, even surface, true to grade and cross-slope. Meet the testing frequency and maximum lift thickness requirements of Section 120. Record density test results in the Earthwork Records System (ERS) section of the Department’s database. Compact cut-and-fill areas within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5220400-722impl.pdf?sfvrsn=1bbb5b9_27810000.origind
a day. The operational status may also be tested when the TMC or a laptop computer prompts a pixel test, and maintenance. Provide labeled test points for checking essential voltages. Ensure that all external, . Ensurethat the airflow status for each fan and filter is automatically tested once each day, and that it may be tested on command from the TMC or a laptop computer. Ensure that the sign, on Illumination’s (CIE) requirements as detailed in Test Method A of the CIE 127 (1997) standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7810000.origind.pdf?sfvrsn=4dbaec47_01050302_MM6.1VII.resp
? Response: Periodic performance of hydrostatic test has proven to be ineffective if pipe profile design remains unchanged. In addition, hydrostatic tests are expensive so periodic testing is opposed by industry. Test does apply to all flexible pipe. D3212 is for plastic pipe and there is no language, to identify if this needs to be clarified. No changes made. 3. 6.1.7.2 (14) calls for hydrostatic testing, , 10.8, or 13 psi with test lengths of 10 minutes to 24 hours. And again from 6.1.7.1, 14 the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/1050302_mm6.1vii.resp.pdf?sfvrsn=e71fb9a8_07000100.FHWA
the system testing is successfully completed; conduct one continuous 72 hour, full-operating test prior to conducting the 630 day acceptance test. The Engineer will approve the type of tests to be conducted, Acceptance Testing: Conduct a 630 day acceptance test after the successful completion, the system testing is successfully completed; conduct one continuous 72 hour, full-operating test prior to conducting the 30 day acceptance test. The Engineer will approve the type of tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/7000100.fhwa.pdf?sfvrsn=4e100de0_0D9380000
an application in accordance with Section 6 and include certified test reports from an audited, . 938-4.2 Laboratory Test. Thegroutshall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM test methods. Property Test Value Test, . ***Grout fluidity shall meet either the standard ASTM C939 flow cone test or the modified test described herein. Modify the ASTM C939 test by filling the cone to the top instead
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an application in accordance with Section 6 and include certified test reports from an audited, Laboratory Test. Thegroutshall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM test methods. Property Test Value Test Method, . ***Grout fluidity shall meet either the standard ASTM C939 flow cone test or the modified test described herein. Modify the ASTM C939 test by filling the cone to the top instead of to the standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9380000.pdf?sfvrsn=8e750e2b_0FAQs
needs to answer. 3. Test the Model - A model needs to be tested to make sure that it can be used in making decisions. This testing process is called calibration and validation, the model are not always obvious, and so many different tests are required before the model is ready, a model can be used, it needs to be tested to make sure that the results are acceptable for making decisions. This testing process is called calibration and validation. Model calibration makes
https://www.fdot.gov/forecasting/fl-transportation-forecasting-resource-hub/faqsEDMSRequirements
testing will be repeated until acceptable results are achieved. The printed test document will be used, a day. Test documents must be scanned, printed, and subjected to the above QC testing after, OPERATIONAL PRACTICE AND TEST REQUIREMENT QC testing must be performed each scanning/importing day, individual should perform QC tests on documents scanned/imported by the other employee. The QC testing, inspection and testing tasks performed by the scanning/importing office to ensure that documents placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/cont/am/edmsrequirements.pdf?sfvrsn=58a66ac5_2DEV173SSPI (2-13-19)
, tested in accordance with ASTM D1622 (without conditioning). 173-3.2.2 Compressive Strength: The material must have a minimum cured compressive strength of 75 psi tested in accordance ASTM D1621, by the injection system. Perform a test shot of material from one component source at a time with a minimum, for two component systems. If this ratio differs from the approved solution ratio used at the test, to perform compressive strength testing on polyurethane samples. 173-5.4 Testing. 173-5.4.1 Pre-Production
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-sacrificial. The modifications below should address this issue: Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R-31 No blistering, cracking, . Laboratory Testing- Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO, and permanent testing Thank you for taking the time to review this specification. The material requirements, exposure at FDOT test site Complete removal of material from substrate ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5630100.resp.pdf?sfvrsn=8872fb88_07020000Orign
] from any longitudinal joints. The Engineer will conduct field tests in accordance with Florida Test, to the Department any LOT as defined and tested by Florida Test Method FM 5-541, which fails to meet any, in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.3.2 Glass, Sampling, Testing and Reporting Guide schedule.Thermoplastic: Use only thermoplastic material listed, will take random samples of the materials in accordance with the Department’s Sampling, Testing
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