9037 search results for test
SS7010000
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_19320300.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_0DCE09-15
. 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_1D5SR520PileSplices
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_0SS5630000
is to be applied over an existing coating, apply a test patch (minimum area of 4 square feet) in accordance with this Section. Allow the test patch to cure a minimum of 7 days without any defects. No time extension will be granted as a result of this test requirement. 563-3.4 Correction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5630000.pdf?sfvrsn=d12735a_09300503.FHWA
as determined by the specified test methods. Table 2 - Physical Properties of Repair Materials for Vertical Surfaces* Requirement Test Method High Performance Ultra-high Performance Minimum, modified with polymers and silica fume for extremely aggressive environments ** Make and cure the test, as determined by the specified standard test methods. If extended, materials shall meet the minimum requirements of Table 4. Table 4 - Physical Properties of Special Fillers Requirement Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9300503.fhwa.pdf?sfvrsn=6b55f6bd_0SP9710801
Requirements: Test laboratory samples in accordance with ASTM and also meet the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D4541, ASTM D7234 or ACI 503, . 971-8.3.2 Abrasion Resistance: Test four samples using a Taber Abrader. The material shall be applied
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/sp9710801b92e652d3eec48538a4073a5e1a41e47.pdf?sfvrsn=9a74f603_3Structural Geotextile Product Data Form for Applicants
: Property Test Method Structural Type(s) Request: Product Information ASTM D4595 ASTM D4751, Requirements (Test Results) Test Method Structural App. Type Material : ASTM D4884 R-2,3 R-2,3,4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/geotechnical/geosynthetic/structural-geotextile-product-data-form-for-applicants.pdf?sfvrsn=6c69a74_2