9274 search results for test
4600604.comm
based on the following: 1. There is an option to perform destructive testing for weld testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4600604.comm.pdf?sfvrsn=4bf72759_04600604.resp
based on the following: 1. There is an option to perform destructive testing for weld testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/4600604.resp.pdf?sfvrsn=f11c01ec_04551508DB.comm
4551508DB STRUCTURES FOUNDATION INTERNAL/INDUSTRY REVIEW COMMENTS Pat McCann 954-254-8317 tumac2@comcast.net Comments: (4-29-16) 455-51 Proposed text: "After meeting the time requirements of 455-44(15), the Contractor may place panels prior to a complete submittal of the Certification Package at itstheir own risk. If the Engineer determines that verification testing is needed, to be unacceptable after submittal of the certification packages or after verification testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/4551508db.comm.pdf?sfvrsn=885826cc_05210100.FHWA
responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for barrier wall construction. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected, responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for barrier wall construction. Perform all Quality Control Testing and inspections using CTQP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5210100.fhwa.pdf?sfvrsn=90c7ba02_04600501.impl
during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss, , lubrication, installation, tightening and testing of ASTM A490 bolts. Do not install ASTM A490
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4600501.impl.pdf?sfvrsn=f92aab8c_0Pavement Materials Primary Contacts
, Ph.D, P.E.Accelerated Pavement Testing Program ManagerTelephone: 352-955-6319, : 352-955-6346 Pavement Research Unit Ohhoon Kwon, Ph.D, P.E.Accelerated Pavement Testing Program
https://www.fdot.gov/materials/administration/resources/contacts/pavement.shtm1020916.FHWA
as they have been crash tested by an appropriate test method. Please review and transmit your comments, if any, of traffic. AFADs may be placed on the centerline if they have been successfully crash tested toin, on the centerline if they have been successfully crash tested in accordance with MASH TL-3 criteria. A gate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1020916.fhwa.pdf?sfvrsn=fe7a9c2e_0TRT Chairmen's Teleconference Minutes, June 21 2016
(classroom setting) o For testing / classroom setting o For class / classroom setting Max, 20 will be approved on a case by case bases. Proficiency test, limit number of proctors/number, Topics o How to review questions for pass/fail rate to review and improve test questions. o Audits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/trainingmeetings/2016/trt-chairmen-39-s-teleconference-minutes-june-21-2016.pdf?sfvrsn=1952db34_29900301.comm
paul.gentry@dot.state.fl.us Comments: (7-12-10) The testing requirements for 990-9-9.1.1 Removable Polymer, ? Tensile Strength has a requirement of 250 psi minimum, but specifies no actual test method to use. Hardness has a requirement of Shore A Durometer 55-85, but specifies no actual test method to use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9900301.comm.pdf?sfvrsn=5a8a9fa3_03340101.resp
it states: The Engineer will sample and test the material as described in 334-6.3.1. The Engineer, , gradation and density test results meet the criteria in Table 334-3. Does this mean that the VT, performed the testing at the District lab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3340101.resp.pdf?sfvrsn=194f5ff0_05340000.origind
control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected, on the QPL must submit an application in accordance with Section 6, independently certified test, , pattern, and texture as shown in the Plans. 534-76 Test Wall. Erect a test wall section not less than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/5340000.origind.pdf?sfvrsn=7fdf64bd_01050302_MM6.1VII.comm
for hydrostatic testing on a periodic basis, but the period is not defined. Also pipe joints covered, psi with test lengths of 10 minutes to 24 hours. And again from 6.1.7.1, 14 the test itself has been
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/1050302_mm6.1vii.comm.pdf?sfvrsn=c4f83659_05300201-722origind
operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks developed, than 5.0. Soundness is not required for broken concrete. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/5300201-722origind.pdf?sfvrsn=6485dcf5_20010200.impl
for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers Association AWS, and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/0010200.impl.pdf?sfvrsn=b790c387_00060103.impl
required test reports must be conducted by an independent laboratory or other independent testing, will consider any marked variations from original test values for a product, failure to notify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0060103.impl.pdf?sfvrsn=a63b1da5_09710000.comm
test method (different reproducibility limits)? Response: They should remain unchanged for now, for the Indentation testing requirements as referenced below? ASTM D7735 states a reference temperature of 115 degrees F +/- 3 degrees F in the test method 9.4. Why are there also different minimum – maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9710000.comm.pdf?sfvrsn=5d1b771c_09710000.resp
Requirements (table): What values for minimum and maximum with different test method (different, ” number for the Indentation testing requirements as referenced below? ASTM D7735 states a reference temperature of 115 degrees F +/- 3 degrees F in the test method 9.4. Why are there also different
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/9710000.resp.pdf?sfvrsn=94ea1386_0ERS - Earthwork Record System Gauges
Sample Manual ERS Sample and Test Entry and Submission for field density, stabilizing mixing, about sampling and testing on ERS Projects Video (6:02) Field Density ESB How to create a field density, Video (3:19) Correct and Resubmit Sample How to make sample data corrections, test corrections
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/mac-test-list-1/ers---earthwork-record-system-gauges7020000.impl
samples of the materials in accordance with the Department’s Sampling, Testing and Reporting Guide, field tests in accordance with FM 5 541 and ASTM E 2177 (Bucket Method). Remove and replace, . The Department reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. The test readings should be representative of the Contractor’s striping, on the thermoplastic materials and reflective elements packages. Submit a certified test report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7020000.impl.pdf?sfvrsn=45fddea5_05300200-722FHWA
the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing, Test***(EM 1110-2-2302) No new cracks developed, or no existing crack widened additional 0.1 inch, Independent Verification tests on all materials placed on the project. 2. The Engineer will check, , and the sorting site at no expense to the Department. 3. The Engineer may test components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/5300200-722fhwa.pdf?sfvrsn=b534378c_2