8976 search results for test
9710000-722impl
strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch, (2.5 to 15 µm) for the vehicle component. The Department will test hot-applied standard, . The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement, Product Evaluation Program (NTPEP) field test data meeting FDOT Specification requirements. A notation of the number of coats and the thickness of each coat at which the product passes testing may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9710000-722impl.pdf?sfvrsn=856948e1_24551508.origind
to perform testing. The Department may also perform comparison tests. Provide equipment, misinterpretation that density tests are not required when natural slurry or water is used as a fluid, language to indicate that the Engineer will not require pH testing or viscosity testing, or require, the State Construction Office to clarify the language related to certain testing when slurry has not used, shafts to support miscellaneous structures, the applicable test methods and reporting requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4551508.origind.pdf?sfvrsn=65ee5981_04551508DB.origind
, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests, misinterpretation that density tests are not required when natural slurry or water is used as a fluid, language to indicate that the Engineer will not require pH testing or viscosity testing, or require, the State Construction Office to clarify the language related to certain testing when slurry has, will not require tests for pH, or viscosity, nor require the fluid to meet the minimum density specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4551508db.origind.pdf?sfvrsn=d056c525_0Draft Cove Rd. CRAS 2024-2-2 flat
within the archaeological APE. Nine shovel tests were excavated. No cultural material was recovered, Tests and Field Conditions Appendix B: FMSF Forms Appendix C: Survey Log Cultural Resource, Shovel Test No. 3 Towards Eastern End of Project Area, facing Southwest, : Archaeological APE from Shovel Test No. 5, South Side of Cove Road, . . . . . . . . . . . . 49 Figure 14: Archaeological APE from Location of Shovel Test No. 7, on West Side of Project Area, facing Southwest
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/draft-cove-rd-cras-2024-2-2-flat.pdf?sfvrsn=78155a67_17800000IMP
. Protect all power, video, and data lines. 780-5 Testing. Perform the required tests for the ITS equipment installed. Notify the Engineer of ITS installation testing at least 14 days in advance, of testing. Ensure that the test plan demonstrates each and every functional requirement specified for the device or system under test. Furnishallequipment, software, and supplies necessary for conducting the tests. Include in the test documentation the last calibration date of all test equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7800000imp.pdf?sfvrsn=251a6dba_0Chapter11s7Redline
Technician’s test results and the Department’s VT’s test results do not compare for a specified test, the QC test results are not verified. Therefore, Resolution Tests (RT) for all sublots in the LOT, of resolution tests and costs. See Attachment 11-7-2, for an example of Resolution Testing Costs, is ‘Coarse Aggregate Gradation Resolution Test for Lot 6’. The cost of the Resolution Testing, test results. If the RT results compare to the QC test results, accept and pay on QC Test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s7redline.pdf?sfvrsn=3c8d8f49_54070403FHWA
to the project site. Reduce the frequency of absorption tests to one test every five LOTs when the results, . Perform absorption tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C497. The absorption of each specimen must not exceed 9.0% of the dry mass for Test Method A procedure or 8.5% for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/fhwa/4070403fhwa.pdf?sfvrsn=35309fb1_24100303FHWA
absorption tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C497. The absorption of each specimen must not exceed 9.0 percent of the dry mass for Test Method A procedure or 8.5 percent for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days of standard, must not be shipped to the project site. Reduce the frequency of absorption tests to one test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/fhwa/4100303fhwa.pdf?sfvrsn=eed51240_21600403.impl
160 STABILIZATION-DEPARTMENT VERIFICATION TESTS. (REV12-29-09)(FA2-17-10)(7-10, the sample was collected in 160-4.3.1.3, and test the Stabilized Subgrade for determination of the LBR in accordance with FM 5-515. The Engineer will select test locations, including Stations, and 160-3.4 by testing and classifying the Stabilized Subgrade in accordance with AASHTO T88, will sample and test the initial LOT for one soaked and one unsoaked LBR if consideration of the Unsoaked
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1600403.impl.pdf?sfvrsn=918ae1ba_06110402-724IMPL
and the following substituted: 611-4.2 Intelligent Transportation System Device Installation: Test all stand, of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test, and submit it to the Engineer prior to re-testing the unit. If a failure pattern develops, the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6110402-724impl.pdf?sfvrsn=5e8d6feb_16110402-723impl
and the following substituted: 611-4.2 Intelligent Transportation System Device Installation: Test all stand, notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test failure, prepare a report describing the nature of the failure and the corrective action
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/6110402-723impl.pdf?sfvrsn=13b48f_1SS9240207
for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, and other metallic components. The calcium nitrite supplier shall submit to the Engineer test certificates from an independent laboratory indicating compliance with this Specification. The test certificate shall include corrosion inhibiting properties per ASTM G109 and results of physical tests included, , new test certificates shall be submitted. The Engineer will determine specification compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/ss9240207.pdf?sfvrsn=44aa8a2b_04550000DB.FHWA
elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three, during load test setup and conducting of the load tests. Provide qualified personnel, to read the dial, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, driving specified test piling in end bents or when the Plans show uncased piles through proprietary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=f2127baf_03460902.comments_responses
project need to be an FDOT project, or can the test results come from any project with testing, …”? Strength tests as stated in the first paragraph. No changes needed. b. Are the test results to be from, needed. b. Are the test results to be from concrete cast in the last 60 days, or just tested? Either, and testing certification requirements would make the quality of that data questionable. Question, for testing samples. Thank you, Monica Gourdine Program Operations Engineer Federal Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902.comments_responses.pdf?sfvrsn=477f9f83_03460902SL.comments_responses
by “the last tests…”? Strength tests as stated in the first paragraph. No changes needed. b. Are the test, tested? Either, but it would typically be cast. We only test concrete that the contractor has made, quality assurance and testing certification requirements would make the quality of that data, about criteria for testing samples. Thank you, Monica Gourdine Program Operations Engineer Federal, the verification testing frequency? Typical project communication. Special requirements are not needed. No changes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902sl.comments_responses.pdf?sfvrsn=1a301c12_09750204.impl
flat test panels prepared in accordance with AASHTO R31. Outdoor exposure testing, . Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement Graffiti Resistance, . Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement Outdoor Exposure Testing, . Laboratory Testing - Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing, No melting or disbondment Outdoor Exposure Testing - Sacrificial Property Test M e t h o d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9750204.impl.pdf?sfvrsn=8f4b8c67_0SS9750204
: For laboratory testing, use flat test panels prepared in accordance with AASHTO R31. Outdoor exposure testing will be performed by the Department. Submit four, 4 inch by 8 inch fiber cement test panels, in accordance with ASTM G . Laboratory Testing - Non-Sacrificial Property Test Method Requirement Graffiti, or adhesion loss. Laboratory Testing - Non-Sacrificial Property Test Method Requirement Outdoor Exposure Testing – Non-Sacrificial Property Test Method Requirement Graffiti Resistance (water cleanable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss9750204.pdf?sfvrsn=5d5e8cd9_04600604-724FHWA
shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25, shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25, ultrasonic testing (UT) or radiographic testing (RT) on full penetration groovecomplete joint, . If discontinuities are found in the joint, the remainder of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all fillet or partial penetration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4600604-724fhwa.pdf?sfvrsn=e9e8acb_13501600.comm
test cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 39, . joshua.carter@gbfinc.net (863)284-1090 Comments: If cylinders are to be tested rather than beams, shouldn’t, Bowles tom.b@russellengineering.com Comments: I do not know the content of the ASTM Test procedure, at an earlier time provided that representative test beams cylinders, made in accordance with ASTM C 31 and tested in accordance with ASTM C 7839, indicate a flexural COMPRESSIVE strength of at least 550
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/3501600.comm.pdf?sfvrsn=127dd046_03460000.comm
properties tests as soon as the test results are known. Perform slump tests on all trucks that arrive, sampling and testing or performing the verification tests. The Materials Manual does not limit, and verification “hold” cylinders are tested within seven days of the acceptance strength tests.” I’m not sure, to be tested outside of the 42 days. The allowance to test cores outside of the specified timeframe, temperature of the slump loss test. This could dictate several slump loss tests to complete a single day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3460000-comm.pdf?sfvrsn=9065da8d_4