9191 search results for test
Section6.3-100417
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, ) inspections, sampling, and testing to ensure of the quality and acceptability of the materials, of precast concrete products. The QA inspection and testing will be performed in accordance, Specifications, and Part II Tests, Washington, D.C. Topic No.: 675-000-000 Materials Manual Effective: March, . Field Sampling and Testing Manual, Florida Department of Transportation. 6.3.4 SCOPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section6-3-100417.pdf?sfvrsn=835906bf_14550201-724CommResp
the test will be the number of piles tested and accepted. 455-12.14 needs to add when a pile has been, : The actual time frames for each project should be determined during the test pile program. Hopefully, - The test pile log is not part of the required submittal information for production lengths. Logs, a random date that probably should be omitted. Response: The test pile logs are normally part of the dynamic load testing report required to be submitted. Action(s): No change made. • 455-5.15.2.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/4550201-724commresp.pdf?sfvrsn=1dbeeef0_14550103.FHWA2
testing laboratory, or Specialty Engineer with prior load test experience on at least three, this strength at an earlier time to prevent testing delays. 4550103.D012 All Jobs Load test piles/shafts, 30 days before beginning test pile installation, of the proposed testing schedule so that items, , but not limited to, information gained from the driving of test piles, dynamic load testing, static, days after driving all the test piles, completing all load tests, completing all redrives
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4550103.fhwa2.pdf?sfvrsn=10e43641_0SS9930000
±5 degrees when test according to National Testing Product Evaluation Program (NTPEP). The NTPEP, be capable of returnin datingafterreceivingfiftyvehicleimpacts when tested according to National testing, all - s ements of Federal st: The following test es gauge for five minutes. Restore, tested shall be cause for tentative ejectioeLO. 93-1.2.2 heinitialspeciftensityof object markers, failure of the reflector being tested. 993 OBJECTMARKERSANDDELINEATORS. (REV1-30-08)(FA1-31-08)(7-08
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9930000.pdf?sfvrsn=82797b18_09250000.comm
for specific test methods and acceptable values. ASTM C309 and the testing outlined in the NTPEP Project Work Plan have different test methods referenced for the same test, an example is the Nonvolatile Content Test, ASTM C309=ASTM D2367 v NTPEP=ASTM D1644. Criteria for QPL acceptance must, for the NTPEP testing to determine approval. Response, change appears to be an effort to start accepting NTPEP testing for QPL listing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9250000.comm.pdf?sfvrsn=39c03227_09720300.origind
in an environmentally controlled test chamber. Testing shall be performed in the environmental chamber, 12 when tested in accordance with ASTM D 1925 or ASTM E 313. The daylight 45 degree, 0 degree luminous directional reflectance shall be a minimum of 70 when tested in accordance with ASTM E 1347, of four bends. The test on each post shall be completed within two minutes of removal from oven, and held in position at both ends. The post shall be subjected to five impact tests concentrated near
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9720300.origind.pdf?sfvrsn=85adf45c_03460902.FHWA_2
and the following substituted: 346-9.2SamplingFrequency: Asaminimum, sample and test concrete, is used for the same mix design, describe the method of sampling, testing and LOT numbering, based on a random number generator. The Department may perform Independent Verification testing, a maximum production quantity of 100 yd 3 . When five consecutive strength test results from the same, Jobs the current project. Only one sample can be taken from each LOT. Test data must be from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902.fhwa_2.pdf?sfvrsn=fe0fbdd2_03460902.FHWA_1
: 346-9.2SamplingFrequency: Asaminimum, sample and test concrete of each design mix for water, design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer, generator. The Department may perform Independent Verification testing to verify compliance, yd 3 . When five consecutive strength test results from the same mix design for a Class III, of samples on the current project. Only one sample can be taken from each LOT. Test data must be from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902.fhwa_1.pdf?sfvrsn=a40713bb_03460902.FHWA
and the following substituted: 346-9.2SamplingFrequency: Asaminimum, sample and test concrete, is used for the same mix design, describe the method of sampling, testing and LOT numbering, based on a random number generator. The Department may perform Independent Verification testing, a maximum production quantity of 100 yd 3 . When five consecutive strength test results from the same, Jobs the current project. Only one sample can be taken from each LOT. Test data must be from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902.fhwa.pdf?sfvrsn=2bef1e59_09600201-723FHWA
in the testing will be 6,500 psi. For anchorages that will be used for tendons with flexible filler, test, requirements for testing of post-tensioning anchorages and addressing the presence of water, shall develop at least 9596% of PT steel actual ultimate strength when tested in an unbonded state, . Test anchorages with typical local zone reinforcement shown in system drawings. 5. Test, Edition) with the exception that the design concrete strength used in the testing will be 6,500 psi
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9600201-723fhwa.pdf?sfvrsn=7c71fb40_1D9410001
joint. Test pipe joints at the plant hydrostatically using test methods in ASTM C-443. Soil tight, the specimen shall be tested by the appropriate section of ASTM C 497, External Load Crushing Strength by the Three-Edge Bearing Test Method. ExpandSection5.1ofASTMC1450withthefollowing, tested under this Specification shall be tested in the saturated condition after immersion, to testing. InlieuofSection8ofASTMC1450meet the following: Each length of pipe shall be provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9410001.pdf?sfvrsn=d0b36313_09320000.origind
in 932-2.2.5 when tested in accordance with ASTM Designations shown. Test specimens shall be prepared, for testing shall be determined by the testing lab selected by the Contractor. All tests shall be conducted, use the manufacturer’s test facilities providing that testing machines are shown to comply, (repeat) tests shall be borne by the Contractor. Both pads must pass Level II Test for acceptance, in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3 Certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9320000.origind.pdf?sfvrsn=94bb98cb_0SP3300802.resp
not want to test before the corrections were made. (Chad Rucks) Response: Yes, testing occurs, for Process Control Testing seems to define a role, rather than a testing process. Response, , the Specifications state the contractor is responsible for performing the process control testing, the areas not suitable for testing with laser profiler. You are proposing to remove Section, for laser profiler testing are determined by the laser profiler technician when on site. Language
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/sp3300802.resp.pdf?sfvrsn=3e533d64_0datp
IV.C.iv. Vehicle Testing and Certification, Type II Fuel Economy Testing 77 Figure 6: TNO Summary of High Level Truck Platooning Benefits 83, Tests 75 Table 5: Evaluation of Truck Clearances on I-75 in North Florida 88 Table 6: EPTC, , for the purpose of developing a pilot project to test vehicles that are equipped to operate using driver, for the truck pair) have been documented through extensive test track evaluations, motivating major
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/legislative/documents/datp.pdf?sfvrsn=971162d9_07810100.origind
performance testing of materials and equipment not previously tested and approved. If the technical data, at least 60 calendar days prior to the beginning of testing. Include in the test procedures the sequence in which the tests will be conducted. Obtain the Engineer’s approval of the test procedures, forms to the Engineer. Provide the test fixtures and test instruments for all the tests, Design Approval Test and Factory Test requirements, updates to RWIS functional requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7810100.origind.pdf?sfvrsn=aafce99c_0ERS PA
Tab d. Associated Tests Tab – View Test to review results NOTE: If key fields are incorrect, with this option selected. If you select Sample Data Correction, the test status will be locked in Testing, . The sample status will be revised to Test Correction Needed. The associated tests will be opened, on the proctor test. The ERS field density sample status will be Logged or Submitted for Lab Testing and sample, the proctor test performed. 3. Proctor Sample is tested, not Submitted to FDOT Until the proctor sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/ers/pa-ers/ers-pa.pdf?sfvrsn=2a332c1_15Section81-100417
if the technician’s inspection work, sampling, test methods, and testing equipment are in compliance, technicians. The Independent Assurance Inspector checks the test methods and concrete testing, to the inspections, measurements, and necessary tests to substantiate materials and products in conformity, InspectorwillserveasTeamleader. The Team reviews the Plant’s shop drawings, fabrication process, QC testing, Plants. 8.1.5.3 Routine Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section81-100417.pdf?sfvrsn=3e1a3d65_1section81vi
, sampling, test methods, and testing equipment are in compliance with applicable requirements, . The Independent Assurance Inspector checks the test methods and concrete testing equipment used, ). These requirements and activities pertain to the inspections, measurements, and necessary tests, leader. The Team reviews the Plant’s shop drawings, fabrication process, quality control testing, 8.1.5.3 Routine Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General The District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81vi.pdf?sfvrsn=a6475bba_1section81
, sampling, test methods, and testing equipment are in compliance with applicable requirements, . The Independent Assurance Inspector checks the test methods and concrete testing equipment used, ). These requirements and activities pertain to the inspections, measurements, and necessary tests, leader. The Team reviews the Plant’s shop drawings, fabrication process, quality control testing, 8.1.5.3 Routine Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General The District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81.pdf?sfvrsn=c8026872_1Section8.1_041414
if the technician’s inspection work, sampling, test methods, and testing equipment are in compliance, of the testing technicians. The Independent Assurance Inspector checks the test methods and concrete testing, , measurements, and necessary tests to substantiate materials and products in conformity, the Plant’s shop drawings, fabrication process, quality control testing, inspection, and documentation, Products 8-1-5 8.1.5.3 Routine Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section8-1_041414.pdf?sfvrsn=af6b9781_1