8978 search results for test
GL-12C (FY 17-18)
of any tests. [Spec. 700-4.18] 24. After the DMS system installation and system testing, for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests (FATs, . Perform local field operational tests at field sites according to test procedure requirements. [Spec, . 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested to the Engineer in an approved electronic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-12c-(fy-17-18).pdf?sfvrsn=4b87a9fe_0GL-12C
for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests, ] 32. Perform local field operational tests at field sites according to test procedure requirements, cable lengths marked in feet. [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested, Testing on all DMS is to be conducted at a contractor- provided facility. Notify the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-12c.pdf?sfvrsn=7b98553e_0GL-12C
for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests, ] 32. Perform local field operational tests at field sites according to test procedure requirements, cable lengths marked in feet. [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested, Testing on all DMS is to be conducted at a contractor- provided facility. Notify the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-12c.pdf?sfvrsn=961318b0_0GL-12C (FY 18-19)
the start of any tests. [Spec. 700-4.18] 24. After the DMS system installation and system testing, for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests, . Perform local field operational tests at field sites according to test procedure requirements, . [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested to the Engineer in an approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-12c-(fy-18-19).pdf?sfvrsn=32939d7d_0GL-12C
for observation. [Spec. 682-1.1] 28. Develop and submit a test plan for field acceptance tests, ] 32. Perform local field operational tests at field sites according to test procedure requirements, cable lengths marked in feet. [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested, Testing on all DMS is to be conducted at a contractor- provided facility. Notify the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-12c.pdf?sfvrsn=2f14ded9_09920012SS
operating voltage, the leakage current shall not exceed 0.5 rnA. Flame Retardant Test - Flammability tests, - The mated connectors shall be fault tested by applying a test current of .1 ,000 amperes, 60 HZ, ]. Hardness of the molded rubber shall be 65 durometer. 992-12.2.1 Testing and Performance Criteria, Test - No breakdown shall occur with a test potential of 1,960 volts applied between the primary, Test - Leakage current shall be measured on the mated connectors between the primary conductors
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9920012ss.pdf?sfvrsn=4d4ec5b4_04550000DB.origind
General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, strength concrete to obtain this strength at an earlier time to prevent testing delays. Load test, with transportation to assist as required during load test setup and conducting of the load tests. Provide, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, a Technical Special Provision (TSP) for tests other than the Modified Quick Test, such as Osterberg Cell Load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/4550000db.origind.pdf?sfvrsn=4a2ce8a9_0TP-05-30-25BSN3
- 35- 8STEEL PILING, HP 14 X 117LF 5,365.000 0455-115-PILE REDRIVEEA 6.000 0455-137-LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSISEA 54.000 0455-137- 2LOAD TEST (DYNAMIC), VERIFICATION TESTEA 6.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/tp-05-30-25bsn3.pdf?sfvrsn=39e1ad02_19330000.origind
Bars: 933-5.3.1 Proof Test: During manufacture each bar shall be proof-tested to a minimum stress, to meet the ASTM A-722 Proof Testing criteria. Sections 933-3 and 933-4 have been reorganized, . Section 933-5 has been updated to meet the current testing requirements and acceptance criteria provided, properties of the bar steel and the stress-strain curve, determined by static tensile tests, shall, will not be considered. 933-5 Required Tests for ReinforcingPrestressing Steel. 933-5.1 General: Tests shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9330000-origind.pdf?sfvrsn=4f1fb7e5_4PAJGSReview
will show only fields related to testing requirements. Some example tester fields are: i. Normally tested by – who usually tests the sample ii. If a qualified tester is required and what qualification, for a Financial Project Id (FPN). The Sampling Testing and Reporting Guide, or STRG, is a summary of all, requirements are designated, sample frequency, tests and acceptance limits, qualification requirements for sampling and testing personnel and labs, and comparison criteria. A MAC Material can have many MAC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/strgforpa/pajgsreview.pdf?sfvrsn=9949acc4_101600000.resp
still has the option to test either by the soaking or the unsoaked method. It’s one or the other, suggest completing the criteria for test AASHTO M145 as follows: Symbol= S (per Standard Plans Index, comparing? There is no comparison criteria for the test methods listed in 914. Are we going to establish, status to be manually set, or will MAC set the status based on the test data? Response: All of 914, in the specifications. No change made. 2. 160-2.2.2 – Is testing required if material is coming from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/1600000.resp.pdf?sfvrsn=c7529d58_26490700.resp
to do cone test anymore since efflux time reference is deleted and we’re just mixing to mfg. recommendations. Response: The Materials Office wants to keep the testing requirements, : (11-13-15) Since we are mixing to the manufacturer’s recommendations, there is no need to test the grout fluidity anymore. We propose to strike the references to testing. Response: Please see response, the efflux testing requirement. The APL grouts have instructions for mixing to a semi-fluid and fluid state
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/6490700.resp.pdf?sfvrsn=7c5da089_01200000.FHWA
, reduce the QC density testing to one test every two LOTs by identifying the substantiating tests, full LOT. Perform five QC tests at random locations within the test section. All five QC tests, in compaction effort or soil classification, failing QC test or when the QC tests cannot, Quality Control data when test results meet the following conditions: Quality Control tests must, moisture content by sampling and testing the material in accordance with the specified test method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/1200000.fhwa.pdf?sfvrsn=818c8922_03300000.D04FHWA
Sampling and Testing. A detailed list of equipment and supplies required for each test is included, not suitable for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, the next round of specification changes occur. 2. Section 330-2.2 Minimum Process Control Testing, daily for all Quality Control Sampling and Testing and post in the asphalt lab where they can be seen, the proper conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3300000.d04fhwa.pdf?sfvrsn=7e637a7a_09750000impl
twelve flat test panels for random laboratory verification testing. 975-2.2.2 Outdoor Exposure Testing, ’s outdoor test site. Panels will be tested in accordance with ASTM G7. Table 975-1 Structural Steel Coating System Performance Requirements Laboratory Testing Property Test Method Acceptance, D522, 1 inch cylindrical mandrel No cracking Outdoor Testing Property Test Method Acceptance, Requirements Laboratory Testing Property Test Method Acceptance Criteria Color Retention ASTM D2244 Avg
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9750000impl.pdf?sfvrsn=1c91bf0e_26950000-724origind
unit that fails the operation test at no additional charge to the Department. 695-6.4 Testing, with the existing and new equipment. Remove and replace any new equipment that fails the operational test at no cost to the Department.. Any substitute software modules submitted must be tested and approved, full with no voids beneath the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor’s condition using an Inductive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6950000-724origind.pdf?sfvrsn=3e61addf_13000201.resp
any testing on the materials, will not be reviewing QC plans or QC test results related to the materials, nor will the Department perform random inspections to sample the material for testing as a check against QC testing. Therefore, listing them in the current specification may be misleading, (and hopefully cutback products) to be looked at/certified/ tested more like we have done paving grades
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3000201.resp.pdf?sfvrsn=4a08f74d_04460200IndustryCommentResponse
testing as an option to prevent removal of Draincrete? There are options for verification of results, be an alternative to validate cylinder test as opposed to remove and replace? Dislike being responsible for concrete that isn’t tested for acceptance until the next day once it’s all been placed. That’s not fair to the supplier, nor the contractor. This is 100% driven by the testing agency and if a lot, : Field sampling and testing for acceptance was not part of this specification change. A change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/comments-responses/4460200industrycommentresponse.pdf?sfvrsn=94e031be_1SectionMM61V2
Facility. Index tests derived from existing test methods may be developed and implemented, successful hydrostatic testing prior to approval by the Department. A template for hydrostatic test, testing on the same diameter in one Range until all other sizes from that Range has been tested, of Transportation. Drainage Manual, Florida Department of Transportation. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications. American Association of State Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm61v2.pdf?sfvrsn=42e8f303_2SectionMM61V2
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania, Control Testing and Inspection The QC Plan must include the quality control test methods, of the Production Facility. Index tests derived from existing test methods may be developed, Testing on Pipe Joints When requested by the Department, perform hydrostatic tests in accordance, pipe, perform hydrostatic tests in accordance with the joint testing procedure specified in ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/sectionmm61v2.pdf?sfvrsn=4ae22d85_1