9037 search results for test

F4013ScopeOfServices

, operational, and properly functioning standby power system that has been tested as required during, structures, wiring, installation, start up, commissioning , testing etc., any and all related systems, and operations, all freight and freight expediting, supplies, equipment, mobilization, set up, all testing, - Generator sets are designed, manufactured, tested, and certified to relevant UL, NFPA, ISO, IEC, operation of all hardware and software. 8.1.3 Testing shall be witnessed and monitored

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4620100.FHWA

and Friction Test” to the Engineer within two weeks after successful installation of tested tendon., subcomponents is required for PT system and component testing; however, subcomponents of approved systems may, and anchorage assemblies free from leaks, blockages, and voids. Provide Submit sufficient test data, ) . 3.Ateachpressure increment, average forces from each test cycle to obtain an average force. 4. P e r f o, t r e port for “In-Place Wobble and Friction Test” to the Engineer within two weeks after

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4620100.fhwa.pdf?sfvrsn=9148d9b0_0

5440000.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_0

5480206comm

. 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_2

3370205.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_4

9310000.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_0

D9700003

 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_0

1050302-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_4

9710906.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_0

5480206comm

. 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
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