9185 search results for test
6200401.FHWA
to the Engineer certified test results for each testing location. Submit the following information on the test, accessible ground rod using a clamp-on ground resistance tester. Submit to the Engineer certified test results for each testing location. Submit the following information on the test results: 1. The formal, , or certifying the test 6. Description of the local environmental and soil conditions at the time of testing 7, referenced Supplemental Specification. The changes are proposed by Ed Cashman to not require this testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/6200401.fhwa.pdf?sfvrsn=3806c8d8_0SS9480107
of Pipes Pipe Location TestMethod TestConditions Requirement Table 1 Pipe Liner FM 5-572, . Test temperature 158 o F and applied stress of 650 psi; 5 replicates at each D t 5 time values . The tests for each condition t Full Test : est temperature 176 o F and 2,3 test, Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212 and witnessed by the Engineer, using test methods in ASTM D 3212 and witnessed by the Engineer. Ensurethateachshipment of products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9480107592b68c7f600458b97b945907863d5d3.pdf?sfvrsn=7f14a1b5_0SS9480107
of Pipes Pipe Location TestMethod TestConditions Requirement Table 1 Pipe Liner FM 5-572, . Test temperature 158 o F and applied stress of 650 psi; 5 replicates at each D t 5 time values . The tests for each condition t Full Test : est temperature 176 o F and 2,3 test, Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212 and witnessed by the Engineer, using test methods in ASTM D 3212 and witnessed by the Engineer. Ensurethateachshipment of products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9480107.pdf?sfvrsn=7dd28754_0116eBook_SS_DLS
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/ebook/116ebook_ss_dls.pdf?sfvrsn=77d7e3bc_0116eBook
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/ebook/116ebook.pdf?sfvrsn=5bee762_04160601IMP
restrained static tension tests to prevent damage to the surrounding concrete. Displacement measurement for field testing is not required. Test individual anchors and dowels by proof loading in tension, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, 416 TESTING OF ANCHORS OR DOWELS. (REV11-1-05)(FA12-27-05)(7-06) SUBARTICLE6.1(Pages385-386, Independent Testing Agency to perform field testing of the installed anchors and dowels in accordance
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restrained static tension tests to prevent damage to the surrounding concrete. Displacement measurement for field testing is not required. Test individual anchors and dowels by proof loading, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, 416 TESTING OF ANCHORS OR DOWELS. (REV11-1-05)(FA12-27-05)(7-06) SUBARTICLE416-6.1, Independent Testing Agency to perform field testing of the installed anchors and dowels in accordance
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of efflux. Property TestValue TestMethod TotalChlorideIons Max.0.08%byweightof cementitious, verification at both 24 hours and 28 days. 9380402 462 Items Property TestValue TestMethod ***Adjustments, the limit and test method for chloride for post-tensioning grout. Grouts on the QPL currently meet, : 938-4.2 Laboratory Test: The grout shall meet or exceed the specified physical properties stated herein as determined by the following standard and modified ASTM and FM test methods conducted at normal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9380402.origind.pdf?sfvrsn=9ca96228_0AhernJ
of America Award Winner – Highway Project Under $15M category Testimony to the United States House, had the privilege of testifying before Congress on highway construction funding related issues
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of testing Equipment." The text implies that tests are done in the initial installation, but further on the text says the Dept wants to test 5% and 10% of anchors. This would imply that testing, pmccann@targetengineering.com Comments: (9-28-16) 451-7.1 "Perform creep testing and performance testing at the beginning of the anchor installation, prior to installation of the remaining soil anchors, unless directed otherwise by the Engineer. The purpose of these initial tests is to verify
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will be sampled and tested in accordance with FM 5-515. If the Resolution Testing results meet, for that LOT in addition to the QC Density testing for top 12 inches. The additional Density test must meet, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, the remaining Verification split samples for testing. Verification Test results will be used for material, compliance with the bearing value requirements by testing in accordance with FM 5-515 (Florida Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1600000.origind.pdf?sfvrsn=368ac525_09750000IMP
. Additional Laboratory Performance and Tests Property Test M e t h o d Limits Impact Resistance, Performance and Tests Property Test M e t h o d Limits Freeze thaw resistance A A S H T O R - 3 1, coating system must meet the following requirements: Property TestValue TestMethod Hardness, . VolatileOrganicCompounds (VOC) shall be less than 420 g/L (3.5 lb/gal) when tested in accordance with AASHTO R-31. 975-2, a unique number. The name and address of the manufacturer also must be shown. 975-3 Product Testing
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Laboratory Performance and Tests Property Test M e t h o d Limits Impact Resistance, the following requirements: Laboratory Performance and Tests Property Test M e t h o d Limits Resistance, and Tests Property Test M e t h o d Limits Resistance to Wind Driven Rain ASTM D 6904 No visible water, product testing information according to AASHTO R-31 Section 8 and using galvanized KTA Flat test panels, with ASTM D 523. 9750000.doc 6 Additional Laboratory Performance and Tests Property Test M e t h o d
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testing to one test every two LOTs by identifying the substantiating tests in the Density Log Book, test method listed in 120-10.2. 120-10.1.4.2 Density Testing Requirements: Ensure compliance, Verification test evaluates all work represented by the Quality Control testing completed in those LOTs, (IV) testing. The Engineer will evaluate and act upon the IV test results in the same manner as Verification test results. Whentheprojectrequiresless than four Quality Control tests per material type
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)Anchorageshalldevelopatleast95%ofPTsteelguaranteedultimate tensile strength (GUTS) when tested, Specifications.” (d)Testanchoragewithtypicallocalzonereinforcement shown in system drawings. (e
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Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified in the current edition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook_ss_dls.pdf?sfvrsn=36a22e18_0716eBook
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified in the current edition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook1bd1383120d94cdea958c0ef9c6fa422.pdf?sfvrsn=c858a0f5_2716ebook
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified in the current edition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/ebook/716ebook.pdf?sfvrsn=91838054_45480700origind
. One set of tests is defined as a density test for the fill within 3 ft behind the wall face, . The Engineer will perform Verification tests for corrosiveness at a minimum frequency of one test, Office will perform Resolution testing. The material will be sampled and tested in accordance, testing. The material will be sampled and tested in accordance with AASHTO T 90 and AASHTO T 89, designated by the State Materials Office will perform Resolution testing. Ifthe Resolution Test result
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and procedures, has been tested in accordance with ASTM E-303 using the British Pendulum Tester and has, . For products proposed for use in vehicular traffic areas, independent test data verifying the material, in accordance with the manufacturer’s specifications and procedures, has been tested in accordance, Surface Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40, areas, independent test data verifying the material meets the requirements of this Section including
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