9037 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_05480000.resp
timmy.meeks@dot.state.fl.us Comments: (12-15-10) Test method FM5-550(pH) is mentioned under section, of tests? Response: Agreed. FM 5-550 has been included under Section 548-9.6.6. From, ) Similar to the current requirements of Spec. 346-9, fourth paragraph: “Test the QC laboratory cured, ; therefore, assume responsibility for performance of all quality control testing and inspections, ) inspection and testing using Construction Training and Qualification Program (CTQP) qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5480000.resp.pdf?sfvrsn=63f8d8cb_03370000.FHWA
certified test results for each batch of fiber material indicating compliance with the above tests, Hydrated Lime: Meet the requirements of AASHTO M 303-89 (2010), Type 1. Provide certified test results, Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers: Use cellulose fibers meeting the following, ) (times fiber weight) 6. Moisture Content: 5.0% by weight (maximum) Provide certified test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3370000.fhwa.pdf?sfvrsn=edd7e06b_0SS5270000
that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5270000.pdf?sfvrsn=8a7deb9_0SS5270000
that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss5270000.pdf?sfvrsn=ce5a2956_04001604.impl
set forth in 400-17.1 and 400-17.3, test cylinders may be prepared and tested by the Contractor, the cylinder test results indicate the minimum 28 day compressive strength shown in the Plans, concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4001604.impl.pdf?sfvrsn=b88ab757_0SS5270000
that meet the following minimum material property requirements when tested in accordance with the indicated Standard appropriate to the material. PROPERTY STANDARD TEST VALUE Slip Resistance FM, 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5270000.pdf?sfvrsn=86dce0f3_05270000.impl
property requirements when tested in accordance with the following: PROPERTY STANDARD TEST V A LUE Slip, with Section 6 and include certified test reports from an independent lab showing the product meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5270000.impl.pdf?sfvrsn=8d795fa1_03370206.FHWA
indicating compliance with the above tests. 337-2.67.2 Cellulose Fibers: Use cellulose fibers, f o r e a c h b a t c h o f f i b e r material indicating compliance with the above tests, 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, to surface tolerance in accordance with 334-5.1.8. No density testing will be required for these mixtures, Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3370206.fhwa.pdf?sfvrsn=166daee8_03200000.impl
(updated daily) for all QC Sampling and Testing and make available upon demand. Provide, Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests used in the acceptance decision may be used to fulfill these requirements. Table 320-1 Asphalt Plant - Materials Testing Frequencies Material Property Minimum Testing Frequency Aggregate Gradation Once per 1,000 tons of incoming aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3200000.impl.pdf?sfvrsn=54af5544_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_2