9037 search results for test
9450202.FHWA2
, with a suitable wax compound. The bolts may be sampled and tested before erection or may be accepted, be sampled and tested before erection or may be accepted on the basis of the manufacturer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9450202.fhwa2.pdf?sfvrsn=f3bdd767_09450202.FHWA
compound. The bolts may be sampled and tested before erection or may be accepted on the basis, at the factory, with a suitable wax compound. The bolts may be sampled and tested before erection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9450202.fhwa.pdf?sfvrsn=8845ba6f_09210100-723 FHWA
IT, and Type IL, Type IP, and Type IS shall be tested in accordance with ASTM C1702 and reported, , Type IP, and Type IS shall be tested in accordance with ASTM C1702 and reported at three days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9210100-723-fhwa.pdf?sfvrsn=a03706d8_17000000.fhwa
strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C, 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, the Contractor submits test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports
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concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM, in the support footing is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying, test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports for one base
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to test anywhere they choose and they did require the additional RSE testing. The test results further, epoxy header expansion joints. The Department of Transportation required smoothness testing, was required in some areas on the approaches to the bridges due to smoothness test results not meeting, Straightedge test results. The costs involved in reworking these areas were excessive and we, Tampa, ” tolerance by the same amount as the original test results deviated in some areas), it became
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d7/cy1112/e7g19_416842-2_sr43_us301_asphaltstraightedgeclaim.pdf?sfvrsn=a62be6bb_01040500.FHWA
as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish Submit to the Engineer, two, for product identification. The manufacturers test records shall be made available to the Department upon, a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1040500.fhwa.pdf?sfvrsn=52f815c5_04500000.origind
keeping all the deficiencies found as a result of the inspection and testing. Keep certified test, is maintained in each plant which will provide all information regarding the certification and testing, . 450-2.56 Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/4500000.origind.pdf?sfvrsn=919064ed_04500000.D01.FHWA
and the Department’s verification tests. The sampling for verification testing will be performed, the verification and Independent Assurance inspection and testing are performed by the Engineer to ensure, information regarding the certification and/or testing of prestressing steel, reinforcing steel, concrete, in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated into the production of precast prestressed concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4500000.d01.fhwa.pdf?sfvrsn=2712ab43_04500000.d01.fhwa
and the Department’s verification tests. The sampling for verification testing will be performed, the verification and Independent Assurance inspection and testing are performed by the Engineer to ensure, information regarding the certification and/or testing of prestressing steel, reinforcing steel, concrete, in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated into the production of precast prestressed concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4500000.d01.fhwa52897312c4044924836245fd1d1cc6e9.pdf?sfvrsn=c1916c25_02020_Enhanced Hydroplaning Prediction Tool
permeability test which was originally developed for permeability testing of soils. For a one, .................................. 26 5.1. Test Sections, ................................................................................ 29 Figure 8. Schematics of falling-head permeability test, ............................................................................ 19 Table 6. Rigid pavement and bridge deck test sections ................................................................ 26 Table 7. Dense-graded asphalt surface test sections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2020_enhanced-hydroplaning-prediction-tool.pdf?sfvrsn=40decd56_17-09DesignBuildBoilerplate
for Testing and Materials AWG American Wire G a u g e A W P A American Wood Preservers Association AWS, or letter designation, or combination of numbers and letters, designates a specification, test, ,specifications,testmethods, or other codes as specified in the current edition at the time, in the construction of the work, together with samples that may be subjected to the tests provided
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Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, designation, or combination of numbers and letters, designates a specification, test method, or other code, ,testmethods, or other codes as specified in the current edition at the time of the bid opening. 1-3, in the construction of the work, together with samples that may be subjected to the tests provided
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for Testing and Materials AWG American Wire G a u g e A W P A American Wood Preservers Association AWS, or letter designation, or combination of numbers and letters, designates a specification, test, ,specifications,testmethods, or other codes as specified in the current edition at the time, with samples that may be subjected to the tests provided for in these Specifications to determine
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Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials, , or combination of numbers and letters, designates a specification, test method, or other code, ,testmethods, or other codes as specified in the current edition at the time of the bid opening. 1-3, of the work, together with samples that may be subjected to the tests provided for in these Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/design-build/1-11dbboilerplate-2-7-11.pdf?sfvrsn=deab8fa8_09700000.FHWA
by Karen Byram of the State Product Evaluation Office to replace FM 5-566 with NTPEP testing. Please, of their product must submit an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all RPMs in accordance with FM 5-566.along with performance test reports from the National, with the test methods listed in ASTM D4280. 970-5 Product Acceptance on the Project. Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9700000.fhwa.pdf?sfvrsn=c972203f_0D2870000.do
the specified asphalt content during production of the mix, within the specified ranges, after testing, . 2.TestinginaccordancewithAASHTOTP4-00andFM1-T209(andconditioningof themix prior to testing) will not be required as part of 334-4.1, ± 12.00 (1) Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test Tolerances for ATPB Production: In the event that an individual Quality Control test result, Control test results for gradation (P - 1/2 if #57 stone is used and P -3/8 if #67 stone is used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2870000.do.pdf?sfvrsn=17b2fdc8_0D2870000.do
the specified asphalt content during production of the mix, within the specified ranges, after testing, . 2.TestinginaccordancewithAASHTOTP4-00andFM1-T209(andconditioningof themix prior to testing) will not be required as part of 334-4.1, ± 12.00 (1) Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test Tolerances for ATPB Production: In the event that an individual Quality Control test result, Control test results for gradation (P - 1/2 if #57 stone is used and P -3/8 if #67 stone is used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2870000.do7dba2769de9444eda945652c582efed0.pdf?sfvrsn=40e6640a_09700000.FHWA2
testing showing the product meets the requirements of this section and 990. The Department will test, of their product must submit an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this section and 990. The Department will test all, to cracking, and thermal cycling, as modified herein. Test method FM 5-566 will be used, of the adhesive shall be determined in accordance with the test methods listed in ASTM D4280
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9700000.fhwa2.pdf?sfvrsn=dbecdf80_09900000.D01.impl
shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, ) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall provide, a n d markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638, five minutes at a temperature range of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan09/files/9900000.d01.impl.pdf?sfvrsn=ad3774a5_0