9191 search results for test
9430000.impl
diameter. Test the pipe joints hydrostatically at the specified pressure using test methods in ASTM D3212, to a 5% reduction in internal diameter using the parallel plate testing methodology of ASTM D2412, does not contact the hugger band or associated hardware. Testing of pipe joints shall be done, on the manufacturer’s certified mill tests. 943-8 Underdrain Pipe. Corrugated metal pipe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/9430000.impl.pdf?sfvrsn=b551f68_09930202.comm
:gulf7@embarqmail.com Comments: (6-16-10) Section 993-2.2.6 Post shall be tested and evaluated according to the National Testing Product Evaluation Program (NTPEP) Project Work Plan for Field, is revised does each manufacturer have to re-test? The Department chose to require 50 impacts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9930202.comm.pdf?sfvrsn=a5b99027_09190300.origind
(GTR) samples tested in our laboratory as a check on the certified test properties, Materials Office to adjust the gravity values for testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9190300.origind.pdf?sfvrsn=82c6246b_03470204.resp
if the "load" does not meet the 28 day requirement until cylinders are tested? The verbiage also seems to indicate that sampling and testing is a requirement by QC. I suggest the following: Acceptance, their QC onsite to sample and test non-structural concrete due to the acceptance criteria nor would
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3470204.resp.pdf?sfvrsn=70def003_0GL-10D Post Tensioning (16-17)
limits; wick induced bleed tests must be performed. Grouts that are more than 6 months old must, be approved by the State Structures Design Office and required test reports must come from a certified independent lab. [Spec. 462-1, 960] 14. Certain materials must be sampled and tested, others must be certified, and some require LOT number identification at all times. [Spec. 462-6] 15. These tests may be required: Tendon Modulus of Elasticity Test (optional), In Place Wobble or Friction Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1617/gl-10d-post-tensioning-(16-17).pdf?sfvrsn=2b977ce4_0E7G26-418811-1-UpperTampaBayTrail-CriticalTempWallpdf
testing and soils tests to be performed, content and frequency of public meetings, construction, the presentation of Position and Rebuttal Papers, Oral Testimony and Exhibits presented by both parties during, and construction requirements (such as requiring verification testing, no Mechnically Stabilized Earth walls, that must be met such as additional geotechnical work, any required testing over and above what is normally required (i.e. requiring verification testing, etc.). 11.1 STRUCTURES GUIDELINES FOR DESIGN
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testing is specified. Grade HPS 70W shall not be substituted for Grade HPS 50W. Weathering steel shall, for main load-carrying members shall meet the impact requirements listed in Table 962-2. Mill test reports shall identify average impact test values. Provide certifications that meet this section, or components (as defined in Section 460), meet the ASTM A709 impact test requirements for non- fracture, by the Engineer. Table 962-2 – Requirements for Impact Testing Structural Steel Product ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9620000-723ind.pdf?sfvrsn=edafc2e6_17000000.impl
supportsuntiltheconcretestrengthinthesupportfootingisatleast2,500psi.Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been provided to the Engineer. Erect t h e s i gns a n d s i g n s t r u, testing procedures described in NEMA TS 2, Sections 2.2.7, 2.2.8, and 2.2.9. 700-3.2.7 S u b m i t t, passivated stainless steel and meet the requirements of American Society for Testing and Materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/7000000.impl.pdf?sfvrsn=721124fb_0030211 dcta telecon minutes
changes have been incorporated. It will be tested again following those revisions from the first test, will be available. Asphalt Plant, Paving and Testing Self-Study manuals are now titled Hot Mix Asphalt Paving Inspection, Hot Mix Asphalt Plant Inspection & Hot Mix Asphalt Testing. The Final Estimates, : Terry and Max are testing the self-printing certificates. These can be easily changed, which may, will verify qualifications on the web. Material testing will not be able to be submitted by those
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to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer, the Device Server to field acceptance tests (FATs). Develop and submit a test plan for FATs, field operational tests at device server field sites according to the test procedures stated herein, to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer, five calendar days. 784-3.4.2 Field Testing: Perform local field operational tests at the device
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7840104.impl.pdf?sfvrsn=3a4e0ca6_0D4000000.do
and testing at no expense to the Department and to the satisfaction of the Engineer. Do n o t u s e, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, the forms for cracks and excessive form deflection, and test for soundness and bonding of the forms, results before continuing operations. Take concrete samples for assurance testing at the discharge, a safe and suitable place for sampling and testing. Remove any concrete placed in an unsatisfactory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4000000.do5735a2bb503b4cbfa67f18c510c8d6f9.pdf?sfvrsn=55e5431c_0D4000000.do
and testing at no expense to the Department and to the satisfaction of the Engineer. Do n o t u s e, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, the forms for cracks and excessive form deflection, and test for soundness and bonding of the forms, results before continuing operations. Take concrete samples for assurance testing at the discharge, a safe and suitable place for sampling and testing. Remove any concrete placed in an unsatisfactory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4000000.do.pdf?sfvrsn=6482bc06_0D4000000.do
and testing at no expense to the Department and to the satisfaction of the Engineer. Do n o t u s, additional inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, the forms for cracks and excessive form deflection, and test for soundness and bonding of the forms, results before continuing operations. Take concrete samples for assurance testing at the discharge, a safe and suitable place for sampling and testing. Remove any concrete placed in an unsatisfactory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4000000.doea4bb3f151dd46a8830de389a3d5532a.pdf?sfvrsn=670d9459_0Ch9(Redline)(2003-2-3)
Results Plant tests showed deviations for the No. 8 sieve as: 24 #1 #2 #3 #4 25 Test 36.25 27.25, test, then a Resolution report 4 must be accomplished. The tests results of the Resolution, . 4 (H) Acceptance tests will be run in accordance with Article 331-5 of the 5 Standard, been established to verify the 14 validity of the acceptance test results on lots at the asphalt, to evaluate the acceptance test results. Final determination of the 17 acceptance test result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap9/ch9(redline)(2003-2-3).pdf?sfvrsn=5156b836_0DEV681-995CVRSE (8-30-24)
a t i o n 681-4 Testing. 681-4.1 General: Subject all equipment to field acceptance tests. Develop and submit a test plan for field acceptance tests to the Engineer for consideration and approval. Testing must demonstrate that CV equipment is fully functional, operational, and in accordance, installed, conduct local field acceptance tests at each field site according to the submitted test plan, configuration file backups to the Engineer following field testing. Backup files must include all
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and deceleration lanes, and other areas not suitable for testing with the Laser Profiler will be tested, m all straightedge testing in accordance with FM 5-509 with one pass of the rolling straightedge operated along the outside wheel path of each lane being tested. The Engineer or these specifications may require additional testing at other locations within the lane. 330-12.4.3 T r a f f i c C o, . 607 or 619 during all testing. When traffic control cannot be provided in accordance with Index Nos
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/3301200.impl.pdf?sfvrsn=de4650ff_0SS4620000
establish, through testing, the minimum bending radius for the duct. The test consist of a modified duct, submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000185b11357f00416db7e168cc1abe7b4c.pdf?sfvrsn=7899efc6_0SS4620000
establish, through testing, the minimum bending radius for the duct. The test consist of a modified duct, submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4620000.pdf?sfvrsn=c78cdfd2_0SS4620000
establish, through testing, the minimum bending radius for the duct. The test consist of a modified duct, submit test results to the Structures Design Office and include certified test reports from, - tensioning system meets all the requirements specified herein. Test plastic components in a certified, ). Certification of test reports may be performed by an independent laboratory located outside the U.S., -tensioning system is modified or replaced, the appropriate component test and entire system test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4620000.pdf?sfvrsn=a2a25521_04550503.origind
satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion, is subject to satisfactory field performance during and without dynamic testing. Use a variable energy, by 455-5.12.2. When driving a pile without dynamic testing, Rreplace the pile cushion, if during the driving, by the Dynamic Load Testing (455-5.12.4). Soft material is any material offering less than these resistances, Tests: The Engineer will take dynamic measurements during the driving of piles designated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4550503-origind.pdf?sfvrsn=d8440ad0_2