9274 search results for test
3360000.FHWA
rubber uniformly blended while in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control (QC) Requirements: Test the asphalt rubber, the sample for testing from the discharge piping exiting the storage tank, Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO T 316-13, , have been made, verified by passing test results, and the Engineer grants approval. The Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3360000.fhwa.pdf?sfvrsn=2e80fd37_0D7 SR-688 Fittings Clarification
AND LEAKAGE TESTS 1.2.5.2 LEAKAGE TEST (WATER MAINS) 1.2.5.2.5 PIPE LAYING … Restraining joints, crossings, backfilling, pressure testing, disinfection, field layout, etc. Restoration of pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d7/d7-sr-688-fittings-clarification.pdf?sfvrsn=8ea4bd30_0SS7010000
tests in accordance with FM 5-541. Take test readings representative of the striping performance, Sampling, Testing and Reporting Guide schedule. 701-2.2 Retroreflective Elements: Use reflective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss7010000.pdf?sfvrsn=74420423_0SS7010000
tests in accordance with FM 5-541. Take test readings representative of the striping performance, Sampling, Testing and Reporting Guide schedule. 701-2.2 Retroreflective Elements: Use reflective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss7010000.pdf?sfvrsn=d542b833_07110200-724origind
field tests in accordance with FM 5-541 Part A.Part A.Take test readings representative, of all material in accordance with the Department’s Sampling, Testing and Reporting Guide schedule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/7110200-724origind.pdf?sfvrsn=797ee718_1SS7010000
tests in accordance with FM 5-541. Take test readings representative of the striping performance, Sampling, Testing and Reporting Guide schedule. 701-2.2 Retroreflective Elements: Use reflective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7010000.pdf?sfvrsn=bc3e608c_0DEV709TRCPM (5-20-19)
in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 709-3 Equipment. Use, with the manufacturer’s instructions or as directed by the Engineer. Conduct field tests in accordance with FM 5-541. Take test readings representative of the pavement marking performance. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev709trcpm-(5-20-19).pdf?sfvrsn=37a17d76_1DCE09-15
. Provide all analyses and test results requested by the Engineer for any noncompliant mass, monetary or time, for the analyses and tests or any impacts upon the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2015/dce09-15.pdf?sfvrsn=d938f00a_03360300.comm
the maximum range number will be acceptable if the running average of three tests is within the range, . This method probably has a greater variability in the test results then the T 316 viscosity method which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3360300.comm.pdf?sfvrsn=e4e210ea_03460402-723impl
and test results requested by the Engineer for any noncompliant mass concrete element. Submit, of time due to additional analyses, tests, or other impacts on production caused by not monitoring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3460402-723impla04b9e47d9f14c59932fd14a25b4f99d.pdf?sfvrsn=a8bad283_27110401.origind
. Conduct field tests in accordance with FM 5-541.Take test readings representative of the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/7110401.origind.pdf?sfvrsn=a85de742_03460303.impl
. Provide all analyses and test results requested by the Engineer for any noncompliant mass concrete, monetary or time, for the analyses and tests or any impacts upon the project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3460303.impl.pdf?sfvrsn=f9d5df14_03340104.origind
mixture, submit the proposed mix design with supporting test data indicating compliance with all mix, 334-5.4.4. Allpartial LOTs will be evaluated based on the number of tests available
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/3340104.origind.pdf?sfvrsn=8d250264_04460200int
acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. 2. Test data from a single
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4460200int.pdf?sfvrsn=14585b2f_14460200ind
acceptance tests or independently verifiable commercial mixes, that draincrete produced in accordance with the proposed design mix meets the requirements of this Section. 2. Test data from a single
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4460200ind.pdf?sfvrsn=f0461a37_19900000.FHWA
with minimum onsite maintenance. 990-3.1.1.23 Battery Life Test: Meet the following: (a) The photovoltaic, value of 35 BPN (British Pendulum Number) when tested according to ASTM E303. Bike lane symbols, : The stripes and markings shall have a minimum tensile strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature range of 40°F to 80ºF using a jaw speed of 0.25 inches per minute. 990-4.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9900000.fhwa.pdf?sfvrsn=95064970_09320300.origind
440.6 following the test methods from ACI 440.3. Use only GFRP bars manufactured using glass fibers, seeking evaluation of a product in accordance with this Specification must submit test reports, with actual experience running the test methods for FRP reinforcing bars. Submit the test reports, Reinforcing Bars Property Test M e t h o d R e q u i r e m e n t F i b e r C o n t e n t A S T M, reinforcing bars. The Contractor shall ensure that the test results meet the requirements of Table 3-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9320300.origind.pdf?sfvrsn=54cbf504_0SS3370000
Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use, ) Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests, (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, with 334-5.1.8. No density testing will be required for these mixtures. Table 337-2 FC-5 Master, )Tolerancesforsample size of n = 1 from the verified mix design 337-6.2.1.1 Individual Test Tolerances
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss3370000.pdf?sfvrsn=aa439032_03370000.impl
Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use, ) Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests, (and conditioning prior to testing) will not be required as part of 334-5.1.1.1, with 334-5.1.8. No density testing will be required for these mixtures. Table 337-2 FC-5 Master, )Tolerancesforsample size of n = 1 from the verified mix design 337-6.2.1.1 Individual Test Tolerances
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3370000.impl.pdf?sfvrsn=7f430204_0D5SR520PileSplices
on this project.” Authorized pile lengths can only be determined after the test pile program, Work. • Our costs to splice the 18 production piles after the test pile program is $ 3,591.00 x 18 splices = $ 64,638.00. DEPARTMENT’S POSITION: The plans called for three (3) test piles to be driven. The authorized length of each test pile was 161 lf. The test piles were driven in bents 2, 4, and 6. The dynamic analysis of the test piling set the authorized pile lengths as follows
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/drb/decisions/d5/2007/d5sr520pilesplices.pdf?sfvrsn=a8b43402_0