9204 search results for test
5220400-724CommResp
with the current ERS because these tests would be identified for sidewalk. Sidewalk is a separate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/5220400-724commresp.pdf?sfvrsn=31c07bd_14550510.impl
by the Engineer, dynamic load tests using at least six hammer blows will determine whether the pile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/4550510.impl.pdf?sfvrsn=54e0f21e_06800000.impl
, vibration, and shock tests described in NEMA TS2, 2.2.7, 2.2.8, and 2.2.9. 680-3 Installation. Install
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/6800000.impl.pdf?sfvrsn=e9132dc2_0OSHA (English)
t c o p i e s o f y o u r m e d i c a l records, tests that measure hazards in the workplace
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/equalopporunity/contract-compliance/osha-(english).pdf?sfvrsn=4174d0e9_19940000.comm
as identified in the MUTCD. Rotational sensitivity shall be tested in accordance with AASHTO M268, and comments on this section include the following: • What test method is referenced? What is the sample, and installation. The specific test and colorimeter for any measurement of Delta E needs to be more, a specification for an acceptable level of UV transmittance, details of test method and data treatment, in the test and measurement technique, such as lamination and choice of lamination substrate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/9940000.comm.pdf?sfvrsn=73823e35_06110000.comm
is listed on the APL is not proof that an individual item is not defective. Suggest continuing to test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/6110000.comm.pdf?sfvrsn=a7621889_05560200.impl
Resin Pipe (RTRP) ASTM D 2996 OR ASTM D2997 N/A (1) No hydrostatic test required (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5560200.impl.pdf?sfvrsn=981bba95_09140000.comm
of gradation analysis) in lieuplace of FM 1-T 267 after mixing. The maximum allowable test result
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9140000.comm.pdf?sfvrsn=a7cf5fd4_09310201.impl
the manufacturer of the sheet metal bottom strips including test results for thickness, dimension
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9310201.impl.pdf?sfvrsn=a67a2057_05440000.FHWA
test reports showing that their products meet all test requirements of NCHRP 350 or the Manual, of their crash cushions shall furnish certified test reports showing that their products meet all test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5440000.fhwa.pdf?sfvrsn=7dfd3ca1_07810000.resp
grounding test requirements per 785 from this spec? Response: See 6870000 Comments and Responses. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/7810000.resp.pdf?sfvrsn=c76bae9e_05480206comm
. Response: 3. The height of the test wall shall be at least 20 feet or the highest wall on the project. Many walls are variable height over their length and the test densities should include those areas that are not in the highest part of the wall. Response: 4. The height of the test wall shall be at least 20 feet or the highest wall on the project. If the test wall passes can the contractor use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5480206comm.pdf?sfvrsn=8492acb9_25550202.impl
Steel ASTMA139GradeB (1) AWWA C200 API 2B (2) (1) No hydrostatic test required (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/5550202-impl.pdf?sfvrsn=8e869a8b_43370205.impl
Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality, of the problem and corrections made to correct the problem. After resuming production, sample and test, by a failing test result in accordance with 334-5.9.5. Any LOT terminated under this Subarticle, , certified test results for the hydrated lime, aggregate moisture content prior to blending, as-blended
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3370205-impl.pdf?sfvrsn=b98b46f5_49310000.fhwa
the Department. Acceptanceofreinforcing steel shall be based on test samples taken randomly by the Department and manufacturer’s certified mill analysis of test results meeting the specification limits, . Randomly taken test samples and certification of test values, representing each production LOT, test samples shall be cut from bundled steel that is shipped to the jobsite. 931-1.2 Metal, analysis from the manufacturer of the sheet metal bottom strips including test results for thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9310000.fhwad1cc5969666843a987476ba945cf6501.pdf?sfvrsn=a9e5d6cd_0D9700003
970 RAISED R E T R O - R E F L E C T I V E P A V E MENT MARKERS – PERFORMANCE REQUIREMENTS. (REV8-23-00)(FA10-27-00)(1-01) SUBARTICLE970-1.3(Pages911and912)isdeletedandthefollowing substituted: 970-1.3 Performance Requirements: The RPM shall meet the performance requirements specified in ASTM D 4280, Section 6.2, for luminous intensity, flexural strength, compressive strength, resistance to cracking, and thermal cycling, as modified herein. Test method FM 5-566 will be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9700003.pdf?sfvrsn=32f83924_0SS5340100
certified test reports, and written certification that the product meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss5340100e3fa0e0176094df28dc9bac593da4584.pdf?sfvrsn=ef1ee35e_01050302-MM11.3.comm
. 11.3.18.1.6.3 Cut Test: Should not require both cut test and adhesion test. Figure D1 of CS2 3.00 recommends the cut test for areas where the coating thickness is greater than the maximum specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302-mm11-3-comm.pdf?sfvrsn=9610b919_49710906.fhwa
Requirements: The material shall meet the following criteria: Property Test M e t h o d M i n i mum, than two minutes. 971-9.6.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader, criteria: Property Test M e t h o d M i n i mum M a x i mum Dry Opacity * Fed Std 141a Method 4121, to bear traffic in not more than two minutes. 971-9.6.2 Abrasion Resistance: Test four samples per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9710906.fhwaa2458d43a7bd46d69c68c6f55e89bb68.pdf?sfvrsn=24dbc3e6_05480206comm
. Response: 3. The height of the test wall shall be at least 20 feet or the highest wall on the project. Many walls are variable height over their length and the test densities should include those areas that are not in the highest part of the wall. Response: 4. The height of the test wall shall be at least 20 feet or the highest wall on the project. If the test wall passes can the contractor use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5480206commb343e20807c142f4af4c107da4732cca.pdf?sfvrsn=7492c317_2