9274 search results for test

9620102.impl

 962 STRUCTURALSTEELANDMISCELLANEOUSMETALITEMS (OTHER THAN ALUMINUM). (REV6-26-09)(FA7-10-09)(1-10) SUBARTICLE962-1.2(Page914)isdeletedandthefollowingsubstituted: 962-1.2 T e s t i n g : F o r s t r u c t u r a l s t e e l s u b j e c t e d t o t e n s i l e s t r e s s u s e d f o r main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test, in Section 460) shall meet the impact test requirements of ASTM A 709 for non-fracture

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9620102.impl.pdf?sfvrsn=9854e0a6_0

SS9710906

 971 TRAFFIC M A R K I N G M A T E R IALS. (REV1-25-07)(FA3-20-07)(7-07) SUBARTICLE971-9.6(Pages874and875)isdeletedandthefollowingsubstituted: 971-9.6PhysicalRequirements:The material shall meet the following 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 0.96 - Bleed Ratio FedSpecTT-P-85D 0.95 - Flexibility FedSpecTT-P-115D Pass, : Test four samples per LOT using a Taber Abrader. The paint shall be applied to specimen plates using

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9710906.pdf?sfvrsn=c373c167_0

9620801.comm

reads “ to clarify the test methods and required certification for different types of pipe railing, to review test results from Certified Mill Analysis for compliance. Response: ******************************************************************************

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9620801.comm.pdf?sfvrsn=8b506975_0

4551202.impl

above necessary to ensure required penetration and attain required bearing of the test piles will be included in the price bid per foot of Test Pile, including driving and all other related costs

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4551202.impl.pdf?sfvrsn=e09ba093_0

SS9710906

 971 TRAFFIC M A R K I N G M A T E R IALS. (REV1-25-07)(FA3-20-07)(7-07) SUBARTICLE971-9.6(Pages874and875)isdeletedandthefollowingsubstituted: 971-9.6PhysicalRequirements:The material shall meet the following 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 0.96 - Bleed Ratio FedSpecTT-P-85D 0.95 - Flexibility FedSpecTT-P-115D Pass, : Test four samples per LOT using a Taber Abrader. The paint shall be applied to specimen plates using

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9710906dd6973c91a0548828fcf0ff45f890625.pdf?sfvrsn=3e95ee7d_0

9320500-722impl

instructions, and recommended installation materials and equipment as applicable. Test Reports Submit test results and reports as required by Materials Manual, Vol 2 Section 2.4

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9320500-722impl.pdf?sfvrsn=479ea43a_2

9310203-722impl

 931 METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 12-8-21) (FA 12-27-21) (7-22) SUBARTICLE 931-2.3 is deleted and the following substituted: 931-2.3 Dowel Bars: Dowel bars must meet the requirements of Table 931-1. They shall be of the length, size and spacing as shown in the Plans. The Contractor shall submit to the Engineer a certified test report from, . The certified test report shall conform to the requirements of Section 6 and include metallurgical mill

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9310203-722impl.pdf?sfvrsn=21235db8_2

9290000.comm

of these materials. For natural pozzolans, the acceptance criteria for each test method needs to be clarified. For example, replacement rates, test ages, mix design (class IV), etc. need to be clarified

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9290000.comm.pdf?sfvrsn=1f49cef4_0

9290000.resp

of these materials. For natural pozzolans, the acceptance criteria for each test method needs to be clarified. For example, replacement rates, test ages, mix design (class IV), etc. need to be clarified

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9290000.resp.pdf?sfvrsn=209c7bdf_0

D9480023

,thegasketshall bethesole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints must

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9480023.pdf?sfvrsn=c82ebff0_0

9850200.comm

Comment: In Table 1.1 and 1.2 the test for Minimum Sew Strength (lbs) has been replaced with Mass per Unit Area. The criteria for the Mass per Unit Area is to simply “Provide Test Results”. However

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/9850200.comm.pdf?sfvrsn=1173fd4b_0

9850200.resp

Comments: (7-22-16) General Comment: In Table 1.1 and 1.2 the test for Minimum Sew Strength (lbs) has been, Test Results”. However, there are no unit provided in the table to determine the criteria of what

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/9850200.resp.pdf?sfvrsn=fa1721fb_0

6460202.impl

 646 ALUMINUMPOLES,PEDESTALS,ANDPOSTS. (REV10-14-15)(FA12-27-15)(7-16) SUBARTICLE646-2.2isdeletedandthefollowingsubstituted: 646-2.2TransformerBase: Use transformer bases listed on the Department’s Approved Product List (APL). ManufacturersseekingAPLapprovalofproprietarytransformerbasesmust submit an application in accordance with Section 6, independent laboratory test report, an ultimate moment capacity of 10,000 foot-pounds. Submit certified test reports from the manufacturer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/6460202.impl.pdf?sfvrsn=96d9d0bf_0
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