9037 search results for test
5440000.impl
test reports showing that their products meet all test requirements of NCHRP 350. 544-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5440000.impl.pdf?sfvrsn=f61a14b4_0SS5440000
test reports showing that their products meet all test requirements of NCHRP 350. 544-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss54400003eda61bd61a04d04a6d434210e42e6ce.pdf?sfvrsn=f6779188_0SS5440000
test reports showing that their products meet all test requirements of NCHRP 350. 544-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss5440000.pdf?sfvrsn=828e1323_0SS5440000
certified test reports showing that their products meet all test requirements of NCHRP 350 or the Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss5440000.pdf?sfvrsn=528f4efe_09320500-722impl
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_29310203-722impl
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_29290000.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_09290000.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_0D9480023
,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_09850200.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_09850200.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_06460202.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_00060103-2.comm
, required test reports………. Suggested change: Unless defined otherwise, applications must include, . Required test reports ……… Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/0060103-2.comm.pdf?sfvrsn=e1e22975_05300102.impl
in accordance with Section 6, and include certified test reports from an independent test laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/5300102.impl.pdf?sfvrsn=d9cc7386_05300102-1.impl
with Section 6, and include certified test reports from an independent test laboratory certifying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/5300102-1.impl.pdf?sfvrsn=1be34bab_09900600.resp
. 3. . 990-6.1(5) “Prior to approval an impact test shall be performed by the manufacturer to verify, test.’ Response: This comment is beyond the scope of this change and will be considered for future
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9900600.resp.pdf?sfvrsn=3ad3149c_0SS9620102
962 STRUCTURALSTEELANDMISCELLANEOUSMETALITEMS (OTHER THAN A LUMINUM). (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, (as defined 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/specifications/by-year/2010/january-2010/workbook/ss9620102.pdf?sfvrsn=f6a0e94c_0SS5360204
and include certified test reports from an approved independent test laboratory that shows
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5360204.pdf?sfvrsn=dab8a808_0SS5440000
test reports showing that their products meet all test requirements of NCHRP 350 or the Manual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5440000.pdf?sfvrsn=6a478829_05340000.comm
: ****************************************************************************** Juan Castellanos Comment: (12-9-13) 534-6 Test Wall: Why adding, by the Engineer.A. Response: 3. 534-6: 534-6 Test Wall. If directed by the Engineer, Eerect a test wall, . The Engineer will use the erection of the test wall to determine ifverify that the Contractor’s, the positioning of the test wall, in order to satisfactorily meet all Contract requirements. Build the test wall at a permanent wall location, as directedagreed to by the Engineer. If the test wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/5340000.comm.pdf?sfvrsn=2739c29b_0