9037 search results for test
1050813.comm
testing, inspection of the construction activities and oversight of the foundation construction, statements for the geotechnical, dynamic testing, load testing and non- destructive testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/1050813.comm.pdf?sfvrsn=81475936_04130304-122comm
4130304 SEALING CRACKS AND CONCRETE STRUCTURE SURFACES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad (850) 942-1405 aprasad@ftba.com Comments: (5-24-21, Internal) To keep the costs down I think SMO should do the testing. Response: ****************************************************************************** No Name Comments: (6-15-21, Industry) In section 413-3.4.6, please verify if AASHTO T242 is applicable to concrete surfaces. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/4130304-122comm.pdf?sfvrsn=1b6feb95_29920700.impl
“Nationally Recognized Testing Laboratory” (NRTL). c. The optics shall have an IP 66 rating. Submit testing report. d. LEDs shall be capable of maintaining 94.1% intensity at 10,000 hours with an ambient temperature of 25°C (IES LM-80). Submit testing report. e. Luminaire retrofit kits shall have, testing report. f. Luminaire retrofit kits shall meet a minimum pole spacing of 240 feet using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9920700.impl.pdf?sfvrsn=ce8cac6_06820102.impl
682 VIDEO EQUIPMENT. (REV 11-16-17) (FA 11-22-17) (7-18) SUBARTICLE 682-1.2.8 is deleted and the following substituted: 682-1.2.8 Environmental Specifications: CCTV cameras must perform all required functions during and after being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9. All CCTV cameras, mounting hardware, and any other camera-related material that is exposed to the environment must be designed for 150 mph wind
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/6820102.impl.pdf?sfvrsn=ae34de7_05480906.comm
5480906 RETAINING WALL SYSTEMS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Larry Jones 414-4305 larry.jones@dot.state.fl.us Comment: (5-22-14) It seems the attached would be easier to implement and enforce. Response: Agree. Change Made. ****************************************************************************** Ben Watson 352-955-2935 ben.watson@dot.state.fl.us Comment: (6-9-14) Suggest removing the pH from the table and write in the specification that acceptance pH testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/5480906.comm.pdf?sfvrsn=e471cc4a_05480203.comm
of the second sentence in the second paragraph is an incomplete thought 'or by testing temperature match
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5480203.comm.pdf?sfvrsn=d80851a0_09160000.comm
9160000 BITUMINOUS MATERIALS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Atharali Shaikh 727-919-9565 ashaikh@ajaxpaving.com Comment: (11-27-13) If the Superpave PG asphalt binder PG 76-22 fails one or more of sample testing, what happens to the asphalt mix that was installed on FDOT project? Is there a penalty or method that FDOT plans to implement on project or Contractor even though it was the supplier not Contractor responsible for binder? Response: ******************************************************************************
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certification acceptance; therefore, assume responsibility for performance of all quality control testing, all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement, an application in accordance with Section 6, independently certified test reports, and written, (Precast or Cast-in-Place) with a uniform color, pattern, and texture. 534-7 Test Wall. Erectatest wall
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certification acceptance; therefore, assume responsibility for performance of all quality control testing, Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement, an application in accordance with Section 6, independently certified test reports, and written certification, wall (Precast or Cast-in-Place) with a uniform color, pattern, and texture. 534-78 Test Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5340000.fhwa.pdf?sfvrsn=91dad349_05340000FHWA
responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL, submit an application in accordance with Section 6, independently certified test reports, and written, -in-Place) with a uniform color, pattern, and texture. 534-8 Test Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5340000fhwa.pdf?sfvrsn=f52262ff_09600201.FHWA
tensile strength (GUTS) when tested in an unbonded state, without exceeding anticipated anchor set. (c, Specifications and “AASHTO LRFD Bridge Construction Specifications.” (d) Test anchorage with typical local zone, test reports documenting steel chemical analysis shall be provided when stainless steel anchorage, (GUTS) when tested in an unbonded state, without exceeding anticipated anchor set. (c) Average, and “AASHTO LRFD Bridge Construction Specifications.” (d) Test anchorage with typical local zone
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test results the first go around. After sending the attached letter and meeting with FDOT, performance tape product elongation test results were accepted and approved. Special attention should be given to the tensile test results for explanation of elongation results (just as in 2008). Please do, and then remove the test from the specification as originally planned in 2008-2009. I am sure, and markings shall provide a minimum skid resistance value of 35 BPN when tested according to ASTM
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Type Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump (maximum) ASTM D2202, Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Elongation (Cured21days at77±3ºFand, , briquettes shall be tested in accordance with AASHTO T132. 9320103.D01 All Jobs NONMETALLIC, Sealant Type Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump (maximum) ASTM D2202, Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Elongation (Cured21days at77±3ºFand 50
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testing of the pipe as a result of the inspection using a mandrel. If so directed by the Engineer, test pipe 36 inches [900 mm] and less in diameter using a mandrel. The mandrel shall be pulled, is selected as the means of further testing, the mandrel ' s diameter, length, and other requirements, for the type of pipe installed, at no cost to the Department. Should the deflection test prove that the pipe met Specifications, the Department will bear the cost of the deflection testing
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inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test, to use. If use of a mandrel is selected as the means of further testing, the mandrel’s diameter, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive this requirement for side drains and cross, of the pipe being tested. The mandrel shall be fabricated of metal, fitted with pulling rings
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inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test, to use. If use of a mandrel is selected as the means of further testing, the mandrel’s diameter, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive this requirement for side drains and cross, of the pipe being tested. The mandrel shall be fabricated of metal, fitted with pulling rings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4300408.origind.pdf?sfvrsn=15cff690_04300202.FHWA
of that allowed by Specification, the Engineer may require further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall be pulled by hand and be approved by the Engineer prior to use. If use of a mandrel is selected as the means of further testing, the mandrel, , at no cost to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. The Engineer may waive this requirement for side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4300202.fhwa.pdf?sfvrsn=8bc7bb9a_04300202.origind
, the Engineer may require further testing of the pipe. If directed by the Engineer, test pipe using, of a mandrel is selected as the means of further testing, the mandrel’s diameter, length, and other, the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. The Engineer may waive this requirement for side drains and cross drains which, percent deflection of the certified actual mean diameter of the pipe being tested. The mandrel shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4300202-origind.pdf?sfvrsn=6965550a_44600000.D01.FHWA
Description. 460-1.1General:Prepare,fabricate,assemble, erect, and perform all nondestructive testing, Material Testing and Certifications ....................Section 962 Galvanizing, and workmanship, clearly addressing the methods used, frequency of inspections or tests, and personnel, ; g.Installationofhighstrengthboltsandrotationalcapacity(RC) tests; and Direct Tension Indicator (DTI) Verification tests, . 5.FabricationProcedures,especiallyshopassembly,weldingand painting. 6.Sampling and Testing Procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4600000.d01.fhwa.pdf?sfvrsn=b42b8a0c_04600000.d01.fhwa
Description. 460-1.1General:Prepare,fabricate,assemble, erect, and perform all nondestructive testing, Material Testing and Certifications ....................Section 962 Galvanizing, and workmanship, clearly addressing the methods used, frequency of inspections or tests, and personnel, ; g.Installationofhighstrengthboltsandrotationalcapacity(RC) tests; and Direct Tension Indicator (DTI) Verification tests, . 5.FabricationProcedures,especiallyshopassembly,weldingand painting. 6.Sampling and Testing Procedures
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