9274 search results for test
7000105.origind
of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying, tested once a day. Ensure that the pixel status test determines the functional status of the pixel, Installed Site Tests: Conduct an approved, stand-alone equipment installation test at the field site, and the following substituted: 700-4.20 System Testing: Conduct approved DMS system tests on the field, Acceptance Testing: Conduct a 30 day acceptance test after the successful completion of the approved 72
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7000105.origind.pdf?sfvrsn=3379cb2_04620200.resp
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 Materials Reference Laboratory (AMRL) which shows the posttensioning system meets all the requirements specified herein. Test, for Laboratory Accreditation (A2LA). Certification of test reports may be performed by an independent, component test and entire system test, if needed, must be retested in accordance with the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/4620200.resp.pdf?sfvrsn=1eda3f73_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_09230300FHWA
and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis or test shall be performed in accordance with AASHTO T 26 or Standard Methods for the Examination, shall be tested and approved before use and shall not exceed the following allowable limits, Chloride - 0.05% Sulfate as SO 4 - 0.30% Chemical Test Maximum(%) Equivalent Alkalis as (Na 2 O, be tested and approved before use and shall not exceed the following allowable limits: Acidity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9230300fhwa.pdf?sfvrsn=18cca5b1_01050806.comm
Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications held and the expiration dates, . Incomplete or inaccurate reporting. h. Using unqualified technicians performing testing. (please, is prohibited for any contract laboratory or staff to perform Contractor Quality Control testing and any other Acceptance Program testing on the same contract. Name: Ken Zinck (Coordinating D5) Work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/1050806.comm.pdf?sfvrsn=9ea75096_01200800.impl
171-173) is expanded by the following: 120-10.1.7 Payment for Resolution Tests: If the Resolution, for Resolution testing. No additional compensation, either monetary or time, will be made for the impacts of any such testing. IftheResolutionlaboratoryresultsdonotcompare favorably with the Quality Control results, the costs of the Resolution testing will be deducted from monthly estimates. No additional time will be granted for the impacts of any such testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1200800.impl.pdf?sfvrsn=e7549f8d_0GL-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 (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/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
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_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_0dce0400a
plant produced Superpave mix prior to testing (which is not permissible under current AASHTO Test, to enough jobs to really test the QC2000 spec. than we did with the inception of Superpave. Is the word, were made for reasonable assurance that the revised specifications could be tested on other, and 2, Mix Designer, and QC Manager. The Level 1 Qualifications are focused on testing. Level 2 Qualification on construction practice. There are 3 self studies in asphalt testing, plant operation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2000/dce0400a.pdf?sfvrsn=98a8067a_0Section92V2-725
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, Department of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants, Section 346 and this guide will be accepted based on the proper certification, QC testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section92v2-725.pdf?sfvrsn=48a9d84e_1Section92V2-725redln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, Department of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants, Section 346 and this guide will be accepted based on the proper certification, QC testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/redline/section92v2-725redln.pdf?sfvrsn=1064258e_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
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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_01600000.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_29750000impl
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
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for sampling and testing which now allows both test cylinder sizes. Please review and transmit, General: Meet the requirements of Section 346, except as modified herein: Prepare, cure, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided that it meets, . Expose shipping strength test cylinders to the same curing conditions as the precast concrete box
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4100301.fhwa.pdf?sfvrsn=f2c5b1b5_0