9037 search results for test
5480000.resp
or testing agency. Ensure test data includes all sizes and types of soil reinforcement to be utilized, connection capacity testing. Tests must be performed in accordance with ASTM D6638 to determine the short, in a lab with conventional testing protocols, hence remains somewhat of an unknown. Response: Agree, content testing is only required on metallic reinforcement. pH testing is required for all, Approved Product List (APL) a. Opening Paragraph: What is “independently certified test reports
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or service life. (How does one insure joints are air-tight? Is testing pressure testing now required for all casings?) Response: There are various methods to pressure test a casing, and will not be identified in the specification. Pressure testing has always been required; this is not a new requirement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/5560200.comm.pdf?sfvrsn=e4ad58e7_09920201.comm
triple the current cost of the product. Costs include: a. Initial Testing Depending upon which NRTL (Nationally Recognized Test Laboratory) you select, testing may cost between $15,000 and $40,000. That cost is per model. For instance: testing HESCO/RLS HE120, HE240, and HE480 highway lighting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9920201.comm.pdf?sfvrsn=8a955703_09920201.resp
triple the current cost of the product. Costs include: a. Initial Testing Depending upon which NRTL (Nationally Recognized Test Laboratory) you select, testing may cost between $15,000 and $40,000. That cost is per model. For instance: testing HESCO/RLS HE120, HE240, and HE480 highway lighting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9920201.resp.pdf?sfvrsn=e48c83b1_0SS1200700
construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2. Identify the test section with the compaction effort, classification, failing QC test or when the QC tests cannot be verified, construct a new test section, , after having demonstrated with a successful test section, the possession and control of compacting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss1200700.pdf?sfvrsn=8b37fe3b_04620425.fhwa
Structures Office to remove the requirements for a shear transfer mechanism and delete the testing, that steel pipes used in the tendon anchorage zones are equipped with a shear transfer mechanism. Test, % of the tendon GUTS in a shear transfer pull-out test described below: Shear Transfer Mechanism Pullout Test Procedure: 1) Cast Anchorage, Shear Transfer Mechanism and Duct in a test block of concrete, into test block. 6) Record lowest transfer force measured over a sustained period of one hour. 4620425
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. ThischangewasproposedbyCharlesBoydoftheStateStructuresOfficeto remove the requirements for a shear transfer mechanism and delete the testing, in the tendon anchorage zones are equipped with a shear transfer mechanism. Test and provide written, transfer pull-out test described below: Shear Transfer Mechanism Pullout Test Procedure: 1) Cast Anchorage, Shear Transfer Mechanism and Duct in a test block of concrete with minimum dimensions of 2’-6, head and transfer tendon force through grout/shear transfer mechanism into test block. 6) Record
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4620425.origind.pdf?sfvrsn=2bd0316c_04620425.FHWA
Structures Office to remove the requirements for a shear transfer mechanism and delete the testing, that steel pipes used in the tendon anchorage zones are equipped with a shear transfer mechanism. Test, % of the tendon GUTS in a shear transfer pull-out test described below: Shear Transfer Mechanism Pullout Test Procedure: 1) Cast Anchorage, Shear Transfer Mechanism and Duct in a test block of concrete, into test block. 6) Record lowest transfer force measured over a sustained period of one hour. 4620425
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test specimen 6 by 1 by 0.05 minimum thickness shall be tested at a temperature range of 40, a minimum elongation of 25% when tested in accordance with ASTM D 638. 971-8.9 Plastic Pull test, coat at which the product passes testing may be placed on the QPL. When listed, will be obtained in accordance with the Department’s Sampling, Testing and Reporting Guide Schedule, contain no more than 3.0 ppm lead by weight in a cured state when tested by EPA methods 3050 and 6010
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9711000.impl.pdf?sfvrsn=c31378a6_0SS9720100
972 RECYCLED PLASTIC PRODUCTS. (REV 7-8-10) (FA 7-20-10) (1-11) ARTICLE 972-1 (Page 936) is deleted and the following substituted: 972-1 Description. Recycled plastic products shall include certified test reports from an approved independent test laboratory that shows the material meets all specifications herein and the manufacturer shall certify the following: a. The source, 1,000, or a minimum of one per order shall be included in the order for Department testing
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9380402 POST-TENSIONING GROUT COMMENTS FROM INTERNAL/INDUSTRY REVIEW ****************************************************************************** Barry Smith 414-4776 Comment: (4-16-11) Is there recent testing/documentation to support the statement that current products on the QPL meet, review of the data, it was found that based on the latest test results 1 grout would be eliminated from, is the time to fill a one liter container placed directly under the flow cone. ****Modify the ASTM C 939 test
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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 Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing, 6, independently certified test reports, and written certification that the product meets, (Precast or Cast-in-Place) with a uniform color, pattern, and texture. 534-7 Test Wall. Erect a test
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, blasting or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new, 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
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for concrete pavement mixes will not apply." This does not address plastic properties testing, and since we, is that we test the air content even though there is no limit. If the intent is to omit the air test we
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test results in a format approved by the Engineer prior to testing. All recorded test report data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6770201.impl.pdf?sfvrsn=d940b985_0SS9720100
972 RECYCLED PLASTIC PRODUCTS. (REV 7-8-10) (FA 7-20-10) (1-11) ARTICLE 972-1 (Page 936) is deleted and the following substituted: 972-1 Description. Recycled plastic products shall include certified test reports from an approved independent test laboratory that shows the material meets all specifications herein and the manufacturer shall certify the following: a. The source, 1,000, or a minimum of one per order shall be included in the order for Department testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9720100.pdf?sfvrsn=e43894b9_09290402-723 FHWA
(SO3). 3.The results of all testing listed under Test Methods section of ASTM C989. 4.Indicate, and the following substituted: 929-4.2 Acceptance Testing of Slag Cement: Acceptance of slag cement from sources operating under an accepted QC Plan shall be based on the monthly test reports meeting the chemical and physical requirements of ASTM C989 and this Section. The test report shall include: 1, a retest of ASTM C1012 if the monthly test report indicates that any of the following conditions have
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laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-5.7.4 Concrete Production Facility, tests and statistical evaluation of QC test results. 105-5.8SupervisoryPersonnel-BridgeStructures, the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I, (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss1050000fb1c567e60cc4d8a904d507e2305fd95.pdf?sfvrsn=373fa32e_0SS1050000
laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-5.7.4 Concrete Production Facility, tests and statistical evaluation of QC test results. 105-5.8SupervisoryPersonnel-BridgeStructures, the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I, (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss1050000.pdf?sfvrsn=e2e20ab5_01050000.impl
laboratories. Technicians who test concrete properties or perform Verification testing, strength testing, and the recording/reporting of all test data. 105-5.7.4 Concrete Production Facility, tests and statistical evaluation of QC test results. 105-5.8SupervisoryPersonnel-BridgeStructures, the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I, (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1050000.impl.pdf?sfvrsn=97775118_0