9188 search results for test
9450100COMM
that testing of joint is not required to be done in the field? 2. Each of the materials specifications, to be water and soil tight as tested in the plant and refer back to the individual material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9450100comm.pdf?sfvrsn=fc1226d5_09940203.impl
Requirements: 994-2.3.1 General: Sheeting, process inks and overlay materials must be tested, requirements that are color dependent, each color included in the APL application must be tested, systems consisting of inks and/or overlays will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. Panels for testing sheeting must be prepared in accordance with 994-3 for testing. The in-service life for the sign sheeting system will equal the life
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9940203.impl.pdf?sfvrsn=6a54f94e_0SP4570000
protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than two years, and testing using Quality Control technicians meeting the requirements of Section 105. Test properties, for the Department approved design mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test date. The Engineer may adjust the frequency of testing based on consistency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp4570000.pdf?sfvrsn=b81b6a42_0SP4570000
cathodic protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than, to the materials tested. Attach current test reports to the certificate. Submit certified test results, sampling and testing using Quality Control technicians meeting the requirements of Section 105. Test, for the Department approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/workbook/sp4570000.pdf?sfvrsn=e0250b2_2SP4570000
cathodic protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than, to the materials tested. Attach current test reports to the certificate. Submit certified test results, sampling and testing using Quality Control technicians meeting the requirements of Section 105. Test, for the Department approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/workbook/sp4570000.pdf?sfvrsn=ca9c07b9_2SP4570000
cathodic protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than, to the materials tested. Attach current test reports to the certificate. Submit certified test results, sampling and testing using Quality Control technicians meeting the requirements of Section 105. Test, for the Department approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/sp4570000.pdf?sfvrsn=f7ce1cde_0SP4570000
protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than two years, and testing using Quality Control technicians meeting the requirements of Section 105. Test properties, for the Department approved design mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test date. The Engineer may adjust the frequency of testing based on consistency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp4570000.pdf?sfvrsn=32923393_06600202int
Way Vehicle (WWVDS) Detection System: Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing, Testing: Conduct this test on a closed ramp using Contractor-provided test vehicles while lanes, the highlighted signs. N = Total number of test vehicle runs. 660-4.4.2 False Positive Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/6600202int.pdf?sfvrsn=c14eaed7_16600202ind
Way Vehicle (WWVDS) Detection System: Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing, Testing: Conduct this test on a closed ramp using Contractor-provided test vehicles while lanes, the highlighted signs. N = Total number of test vehicle runs. 660-4.4.2 False Positive Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/6600202ind.pdf?sfvrsn=601a42fb_14570000.FHWA
are specified. 457-2.6.2 Testing: No test report for tests made more than one yeartwo years prior, jackets are specified. 457-2.6.2 Testing: No test report for tests made more than two years prior, and conform in all respects to the materials tested. Attach copies of current test reports, design mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4570000.fhwa.pdf?sfvrsn=d020eabe_04551508.FHWA
to perform testing. The Department may also perform comparison tests. Provide equipment, to perform testing. The Department may also perform comparison tests. Provide equipment for such comparison, to certain testing when slurry is not used in shaft excavation. Please review and transmit your, shafts to support miscellaneous structures, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid in the shaft prior to placing the concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4551508.fhwa.pdf?sfvrsn=6b6058b7_0KnappM
Marc J. Knapp 25281 Bunting Circle, Land O Lakes, Fl. 34839 Phone: 813-713-2395 E-mail: Ironhead74@juno.com President MK Construction Services Inc. MK Construction Services is a small company started by Mr. Knapp. Areas of expertise are Civil Engineering Construction and Inspection, Claims analysis, Expert Witness testimony, Constructability review, Construction Training under CTQP Quality Control Manager Training, Advanced Maintenance of Traffic Training, Stormwater and Erosion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/knappm.pdf?sfvrsn=e762a7bd_0Noteworthy-Practices-Working-Group-Agenda-01282020
of the proceedings is made which record includes testimony and evidence upon which appeal is to be based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2020/noteworthy-practices-working-group-agenda-01282020.pdf?sfvrsn=e8c349f2_1MPOAC-Noteworthy-Practices-AgendaFEB18
record includes testimony and evidence upon which appeal is to be based. The needs of hearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-noteworthy-practices-agendafeb18.pdf?sfvrsn=1989fff1_1MPOAC-Noteworthy-Practices-Agenda-June-07-2018_2
need to ensure that a verbatim record of the proceedings is made which record includes testimony
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2018/mpoac-noteworthy-practices-agenda-june-07-2018_2.pdf?sfvrsn=de100988_11050813-724FHWA
Operator (DTO) to perform the dynamic load testing of instrumented piles and test piles in the field, : Provide qualified and trained personnel to perform foundation testing, inspection, these personnel are required to work. Submit qualification statements for the dynamic testing, load testing and non-destructive testing personnel to be used on the project for acceptance by the Engineer, for obtaining the required results in the completed work. 105-8.13.2 Dynamic Testing Engineer (DTE): Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1050813-724fhwa.pdf?sfvrsn=20e99716_14550100DB.origind
of the test pile or reaction piles, whichever occurs last. Do not begin static load testing, installing end-bent piling/shafts, except when : 1. driving specified test piling in end bents or when, are deleted and the following substituted: 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, and to submit signed and sealed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4550100db.origind.pdf?sfvrsn=ce2228f8_0Errata Exhibit 920-1
: REFERENCE: LIMITS (%) ATTERBERG TESTS NO. OF INDEX PLASTIC GROUP AASHTO CONTENT MOISTURE DESCRIPTION TESTS NO. OF CORROSION TEST RESULTS pH 5-10 100 6 -- 14 39-41 12-16 -- 82-88 -- 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/errata/errata-exhibit-920-1.pdf?sfvrsn=1069ed99_1Exhibit 920-1 Redlines
BY: SUBMITTED BY: DISTRICT: REFERENCE: LIMITS (%) ATTERBERG TESTS NO. OF INDEX PLASTIC GROUP AASHTO CONTENT MOISTURE DESCRIPTION TESTS NO. OF CORROSION TEST RESULTS pH 5-10 100 6 -- 14 39-41
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-920-1-redlines.pdf?sfvrsn=2278c00d_1Exhibit 920-1
BY: SUBMITTED BY: DISTRICT: REFERENCE: LIMITS (%) ATTERBERG TESTS NO. OF INDEX PLASTIC GROUP AASHTO CONTENT MOISTURE DESCRIPTION TESTS NO. OF CORROSION TEST RESULTS pH 5-10 100 6 -- 14 39-41
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-920-1.pdf?sfvrsn=cd70354b_1