9204 search results for test
1050806.fhwa
. Perform all asphalt plant related testing with a CTQP Asphalt Plant Level I technician. As an exception, producing mix for the Department. Perform all asphalt plant related testing with a CTQP Asphalt Plant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1050806.fhwae36126bc08134743a96a857adf1200a7.pdf?sfvrsn=62864de1_02880700.FHWA
Sampling and Testing. TheEngineer will take random samples of the Cement Treated Permeable Base, 288-7 (Page 228) is deleted and the following substituted: 288-7 Sampling and Testing. TheEngineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/2880700.fhwa.pdf?sfvrsn=5b8a93d9_04500014IMP
the cost of any and all engineering evaluation and/or testing services required, will be deducted, limited to re-inspection, testing, reduced durability, or increased maintenance cost. The Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4500014imp.pdf?sfvrsn=f9ed4e6b_04002306.origind
and testing of the pads, including sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4002306-origind.pdf?sfvrsn=b481e0d4_2334LAP.fhwa
by Susan Blazo in the State Materials Office to clarify contractor process control testing and Agency performed acceptance testing. Please review and transmit your comments, if any, within two weeks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/334lap.fhwa.pdf?sfvrsn=45339341_00060401-122impl
. Supporting information, testing or inspection reports with nonconformities, pictures, drawings, the engineering analysis. 5. Proposed testing laboratories, qualified in accordance with Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/0060401-122impl.pdf?sfvrsn=88ef93da_24610901-122FHWA
, but not limited to, the following specific incidental itemswork: 1. testing, 2. tools and equipment, incidental items: 1. testing, 2. tools and equipment required for installation, 3. any work to replace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/4610901-122fhwa.pdf?sfvrsn=c3ffc3e2_23300701-122FHWA
General Requirements: When density testing for acceptance is required, select equipment, sequence, substituted: 330-7 Compacting Mixture. 330-7.1 General Requirements: When density testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/3300701-122fhwa.pdf?sfvrsn=6ce09b0e_2SP4550000DB.resp
” after the numbering update. Likewise, the “100% Dynamic Testing” header has a reference to Note “4, the onset of hydration, add the retardation time to the testing times indicated.” Class IV (Drilled
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/sp4550000db.resp.pdf?sfvrsn=140e476d_01050404-MM6.3VII.comm
6.3.7.4.6 Batch Water should have the word "well" removed. "The record of the well water testing will be maintained on file" becomes "The record of water testing will be maintained on file
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/1050404-mm6.3vii.comm.pdf?sfvrsn=7bea6b0a_09330000.resp
9330000 PRESTRESSING STRAND AND BAR INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Rich Hewitt richard.hewitt@dot.state.fl.us Comments: (12-1-16, Internal) 1. Response: Change made. 2. Language modified to ensure the testing is at the contractor’s expense and the language isn’t misconstrued to mean only the Department, : Testing shall be conducted, at the Contractor’s expense, by a Department approved ISO-17025
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9330000.resp.pdf?sfvrsn=7329217d_0SS7130200
, Testing and Reporting Guide schedule. SUBARTICLE 713-4.1 (Pages 805 and 806) is deleted, shall be installed immediately following the paving operation. Conduct field testing in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7130200.pdf?sfvrsn=c9536df6_0SS7130200
with the Department’s Sampling, Testing and Reporting Guide schedule. SUBARTICLE 713-4.1 (Pages 805 and 806, operation. Conduct field testing in accordance with FM 5-541. Remove and replace pavement stripes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7130200.pdf?sfvrsn=5c1737a7_02000200.resp
2000200 ROCK BASE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Bob Burleson bburleson@ftba.com Comments: (9-18-13, Internal) Everyone is appreciative of the help here but also question why so much testing? Response: A reduced testing frequency for exceptional quality material has been added. ****************************************************************************** Marshall Dougherty 863-370-4079 Marshall@rxengsol.com Comments: (9-30-13) The additional verbiage proposed for Article
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/2000200.resp.pdf?sfvrsn=6f789c3b_0Defective_Post_Tensioning_Grout_Assessment_Guidelines_10-22-13
exposure periods in test assemblies that employed a standard commercial gypsum (hydrated calcium sulfate, − concentrations are below the 0.08 wt percent limit. 33 CHAPTER 5. MINIMUM NUMBER OF TEST SAMPLES, , the inspection is performed in two levels. Recognizing that invasive testing may create paths, of preliminary screening tests, while level 2 provides a more comprehensive and higher confidence result, in figure 35. Grout Sampling Inspection Option 1 Testing for Chloride Concentration Only Level 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/in/defective_post_tensioning_grout_assessment_guidelines_10-22-13.pdf?sfvrsn=32dee1d6_02025-10 FDOT CCI Technical Memo
and 2025. Several iterations were tested using the NHCCI methodology to assess and remove outliers. The statistical testing resulted in the construction of the FDOT CCI with the Fisher Ideal Index method, to compare to. Blocks of 8 consecutive quarters and 3 consecutive quarters were tested. The NHCCI, . Ultimately this rule was not used to exclude outliers from the dataset. TBG tested the various rules, the final methodology for the FDOT CCI. TBG tested more combinations of these rules than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/cci/2025-10-fdot-cci-technical-memo.pdf?sfvrsn=42dc8cb9_14001502.fhwa
to application of the finish coating onto precast or cast-in-place concrete surfaces, test the concrete, as that previously subjected to the tests specified in Section 975. In addition, submit, onto precast or cast-in-place concrete surfaces, test the concrete surface at 30 foot intervals, that the commercial product furnished conforms to the same formula as that previously subjected to the tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001502.fhwa09c007a2be0f4bba86c673a69fd8d385.pdf?sfvrsn=fb89dc24_04001502.FHWA
to application of the finish coating onto precast or cast-in-place concrete surfaces, test the concrete, as that previously subjected to the tests specified in Section 975. In addition, submit, onto precast or cast-in-place concrete surfaces, test the concrete surface at 30 foot intervals, that the commercial product furnished conforms to the same formula as that previously subjected to the tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001502.fhwa.pdf?sfvrsn=73ae72d9_00090800.FHWA
and receipt of all test reports, invoices, etc., and (2) submission of the final estimate, has furnished all required mill tests and analysis reports to the Engineer. (g) The Contractor has, of the project and receipt of all test reports, invoices, etc., and (2) submission of the final estimate, has furnished all required mill tests and analysis reports to the Engineer. (g
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/0090800.fhwa.pdf?sfvrsn=2b7f9786_09550000FHWA
): The test methods for ACQ-D shall meet the requirements of AWPA Standards A2 and A17. 955-4.2, of the treating solution shall be between 1.6 and 3.2. The tests for CCA shall meet the requirements, State Materials Office will acquire random test samples of the preservatives. When Douglas Fir, copper arsenate. Ammoniacal copper arsenate shall meet the requirements of the AWPA Standards. Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9550000fhwa.pdf?sfvrsn=edf59ddc_0