9037 search results for test
SS9430100
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_0CM-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_1T401 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_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_0Section113V2-724cln
Metal Products SECTION 11.3 Volume II PHASED ARRAY ULTRASONIC TESTING 11.3.1 PURPOSE, Array Ultrasonic Testing on Florida Department of Transportation structural steel bridge projects, Testing ASTM E2700 Standard Practice for Contact Ultrasonic Testing of Welds Using Phased Arrays ASTM E2491 Guide for Evaluating Performance Characteristics of Phased-Array Ultrasonic Testing, Recommended Practice for Personnel Qualification and Certification in Nondestructive Testing AASTHO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section113v2-724cln.pdf?sfvrsn=38a2c4e2_15600000.resp
. Criteria here is that the substrate be clean. 7. Section 560-7.5; Per this section salt tests, the initial tests are performed prior to the first coat subsequent tests will be required between, . This will reduce the cost of testing. Keep in mind that testing requires not only the personnel and countless tests kits but the equipment to access the area and all the MOT & safety procedures that must be considered. Will the state also consider requiring only the first initial three tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5600000.resp.pdf?sfvrsn=a3142dd2_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_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/ss3501401944737e36ee3409597f231499a5b9052.pdf?sfvrsn=48c5ff51_04000200.resp
(of the Supplemental Specifications) is deleted. 400-15.2.6.6 Material Tests and Certification, to the same formula as that previously subjected to the tests specified in Section 975. In addition, as redundant. Therefore the supplementary material tests and certification are being removed. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4000200.resp.pdf?sfvrsn=41752690_02006_Load_Rating_Manual_10-19-06
to be load tested it must be on the load test candidate list. 850-010-035-b Page17of34 SECTION 4, OF ANALYSIS AND TESTING 3. General 3.1 Routine Analysis with Line Model Programs 3.2 Analysis with 2D or 3D Programs 3.3 Limited Material Test to Augment Analysis 3.4 Full Scale Load Test SECTION 4, principles, recognized formulae, computer programs, or load tests. Such judgment should be used, structurebasedonitscurrentconditionthroughanalysis and Engineering Judgment. Load tests may be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/lr/2006_load_rating_manual_10-19-06.pdf?sfvrsn=2f98ee51_06630000.FHWA
and visible. 663-3.1 Field Testing: Subject the system to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer for approval. The Engineer reserves the right to witness, and visible. 663-3.1 Field Testing: Subject the system to field acceptance tests (FATs). Develop, . Detector cards must include a test switch that can be used to manually generate detector calls, being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/6630000.fhwa.pdf?sfvrsn=d91d2d7_0CM-660-01 Video Vehicle Detection System
. FORMDROPDOWN FORMTEXT Applicant may provide comments in this field. Physical Inspection TERL Test, Test Cases (Steps): VVDS001 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT 3 All, Document Review FORMTEXT Indicate location of requested information in submittal. TERL Test Cases, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps, Detector meets the environmental requirements of NEMA TS 2. FORMDROPDOWN Provide a third party test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-660-01-video-vehicle-detection-system.docx?sfvrsn=a266430d_14620400.impl
strength of the prestressing steel, when tested in an unbonded state, without exceeding, with the “AASHTO LRFD Bridge Design Specifications”. Test and provide written certification that anchorages meet or exceed the testing requirements in the AASHTO LRFD Bridge Construction Specifications, D 3895 of not less than 20 minutes. Perform OIT test on samples taken from the finished product. Test the remolded finished polyolefin material for stress crack resistance using ASTM F 2136
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4620400.impl.pdf?sfvrsn=a24655a8_09320300.FHWA
reinforcing bars shall meet the requirements of ACI 440.6 following the test methods from ACI 440.3. Use, with this Specification must submit test reports conducted by an independent laboratory, qualified by an ISO 17025 accreditation agency, using personnel with actual experience running the test methods for FRP reinforcing bars. Submit the test reports to the State Materials Office. Table 3-2 Additional Requirements for Qualification of Producers of FRP Reinforcing Bars Property Test M e t h o d R e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9320300.fhwa.pdf?sfvrsn=91f75814_0