9274 search results for test
CM-685-02 Uninterruptible Power Supply
Inspection TERL Test Cases (Steps): UPS002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, information in submittal. TERL Test Cases (Steps): UPS001 (Step 1), UPS003, UPS004 (Steps 1, 2) FORMTEXT, Provide a statement of conformance in this field. Compliance Matrix Review TERL Test Cases (Steps, location of requested information in submittal. TERL Test Cases (Steps): UPS001 (Step 13), UPS002 (Step 6, and Functional Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-685-02-uninterruptible-power-supply.docx?sfvrsn=e71247f9_19480203.resp
Office Comments: Table 1 contains references to tests "on the unaged as manufactured pipe, the full test protocol is finished, the plan is for the 50 year pipe to disappear. All HDPE pipe, . ****************************************************************************** Frank Kelch: Comments: My only comment is why don’t they change all of the test temperature’s from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9480203.resp.pdf?sfvrsn=235eafa_02880700.resp
tests, shouldn’t CTPB? D5 has IV’d and required VT do the drain-rate FM 5-570 test to assure, the range is applied. 2] CTPB must drain in order to function. What test and value would we use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/2880700.resp.pdf?sfvrsn=e5370aee_04710000D01-724FHWA
verifying the program output. 471-5 Performance and Testing Requirements. An independent laboratory must perform all testing and produce the test report. Submit a test report with the following design, . An independent laboratory must perform all testing and produce the test report. Submit a test, by Vickie Young and the Structures Design Office to clarify testing criteria for determining mechanical, . Submit a design calculations, shop drawings, and test reports for the FRP fender system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4710000d01-724fhwa.pdf?sfvrsn=1ed7811c_14550503DBFHWA
otherwise by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, testing. Monitor the stresses in the piles with the dynamic test equipment during driving to ensure, during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile, testing. Monitor the stresses in the piles with the dynamic test equipment during driving to ensure, equipment is subject to satisfactory field performance during and without dynamic testing. Use a variable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4550503dbfhwa.pdf?sfvrsn=92bdf38e_26820000.resp
. 682-1.4.2 Field Test Requirements: Perform local field operational tests at CCTV field sites to verify, ’. For example, GovComm tested our 2.8 ~ 12mm fixed camera to read a full-sized walk-in DMS at 500, obstructions. Response: Change will be made to require a field test to ensure unobstructed views from, Field Test Requirement: Is this test to be done at each "local" CCTV field site? If so, then you may want to add the word "local" to clarify as it could be interpreted as allowing remote testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/6820000.resp.pdf?sfvrsn=8f9f4168_0T401 Restoring Spalled Concrete Using Concrete (6-8-23)
test specimens for quality control testing at a minimum frequency of one per production day. Test, testing and work plan and schedule to the Engineer for all the types of concrete restoration work, with a certified test report for the repair material(s) proposed for use and described, from the areas that are hollow–sounding when tested or areas with visible cracks. Additionally, of spalls repair concrete for the project exceeds 15 cubic feet. Perform all required testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/otherfdotlinks/tsp-library/t401-restoring-spalled-concrete-using-concrete-(6-8-23).docx?sfvrsn=ee0adc1d_2CM-653-01 Pedestrian Signal Assembly
party test report that demonstrates compliance with this requirement. A completed Testing, . FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test, . Document Review FORMTEXT Indicate location of requested information in submittal. TERL Test, . TERL Test Cases (Steps): PSA001 (Step 2), PSA002 (Step 2) FORMTEXT FORMTEXT Init, comments in this field. Physical Inspection TERL Test Cases (Steps): PSA002 (Step 3) FORMTEXT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-653-01-pedestrian-signal-assembly.docx?sfvrsn=732c0596_19430100.impl
at the specified pressure using test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4., the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within 1/2, hardware. Testing shall be witnessed by the Engineer. ARTICLE 943-5 (Page 839) is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9430100.impl.pdf?sfvrsn=3d3435fc_0SS9430100
at the specified pressure using test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4., the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within 1/2, hardware. Testing shall be witnessed by the Engineer. ARTICLE 943-5 (Page 839) is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss94301000aeeab32315b41fbafdf1526088cb9b1.pdf?sfvrsn=9820274d_0SS9430100
test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4. In lie of Section 7.4, deflect one side of the pipe to a 5% reduction in internal diameter using the parallel plate testing, is greater. Ensure that the loading mechanism does not contact the hugger band or ted hardware. Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9430100.pdf?sfvrsn=7b16fd73_06110000.resp
is listed on the APL is not proof that an individual item is not defective. Suggest continuing to test, at the discretion of the Engineer. It does not prohibit operational testing. Operational testing can still
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/6110000.resp.pdf?sfvrsn=4427d780_0SS9430100
at the specified pressure using test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4., the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within 1/2, hardware. Testing shall be witnessed by the Engineer. ARTICLE 943-5 (Page 839) is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9430100.pdf?sfvrsn=dec0dd18_09710000-722resp
: (1-7-22 Industry) Would also suggest the state test preformed thermoplastic in a field application, recommends maintaining field service testing continue for proper evaluation of the product, . No changes will be made to the proposed testing method. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9710000-722resp.pdf?sfvrsn=b2990a6e_2SS9430100
. Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods, of the pipe to a 5% reduction in internal diameter using the parallel plate testing methodology, mechanism does not contact the hugger band or associated hardware. Testing shall be witnessed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9430100.pdf?sfvrsn=dbe6d952_0SS9430100
. Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods, of the pipe to a 5% reduction in internal diameter using the parallel plate testing methodology, mechanism does not contact the hugger band or associated hardware. Testing shall be witnessed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss943010047f26a2b7a4a4022920cb20cf89d8431.pdf?sfvrsn=4b4391ec_04710000.resp
this wording. If this is a testing ASTM Spec, it should read something like, “test flexural properties, pile/wale sections remaining hollow under service conditions” was intended to relieve the testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4710000.resp.pdf?sfvrsn=2b75bf16_0SS9430100
at the specified pressure using test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4., the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within 1/2, hardware. Testing shall be witnessed by the Engineer. ARTICLE 943-5 (Page 839) is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9430100.pdf?sfvrsn=de22226_0SS3501401
in compliance with 350-14.1.1. If the results from the impact-echo test vary by ± 0.15 inches from the core boring, then the non-destructive test method can not be used on the pavement. In such case
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss3501401.pdf?sfvrsn=28bb4d22_03501401.impl
in compliance with 350-14.1.1. If the results from the impact-echo test vary by ± 0.15 inches from the core boring, then the non-destructive test method can not be used on the pavement. In such case
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3501401.impl.pdf?sfvrsn=bdfb4b9d_0