9037 search results for test
D9430001
. Whenrubbergasketsaretobeinstalledinthepipejoint,thegasketshallbethe soleelement 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/programmanagement/implemented/workbooks/julworkbook2002/files/d9430001.pdf?sfvrsn=4dd2f132_0D9450001.do
relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9450001.do.pdf?sfvrsn=2a3afb28_0D9430001.do
,thegasketshallbethesole 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 be watertight to 2 psi
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9430001.do.pdf?sfvrsn=576e33c9_01200503-724CommResp
or IV test fails. The Engineer can reject the LOTs in question if the resolution procedure fails, Is this modification allowing moisture content to be utilized from the nuclear density test (instead
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/1200503-724commresp.pdf?sfvrsn=38169491_19700000.comm
along with performance test reports from the National Transportation Product Evaluation Program (NTPEP, 6 and shall submit performance test reports from the National Transportation Product Evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9700000.comm.pdf?sfvrsn=2046b3c8_09700000.resp
test reports from the National Transportation Product Evaluation Program (NTPEP) showing, performance test reports from the National Transportation Product Evaluation Program (NTPEP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9700000.resp.pdf?sfvrsn=c5f6f12_0D9430001.do
on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9430001.do.pdf?sfvrsn=311a2d44_0D9450001.do
be the sole 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 be watertight to 2 psi
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9450001.do.pdf?sfvrsn=4822cb2d_03460202.resp
" or revise the test to 0.0 to 6.0%. Response: Change Made 346-3.2 Drilled Shaft Concrete: "Ambient, acceptance strength test result falls more than 500 psi below the specified minimum strength, furnish, not be representative for these conditions. We would be asking to perform slump test at 85o F when the pouring, temperature ranges used for slump loss test and not the actual ambient temperature of the slump loss test. Should the placement take place at 70°F then the slump loss test should take place
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3460202.resp.pdf?sfvrsn=17d93b6c_03460202.comm
" or revise the test to 0.0 to 6.0% 346-3.2 Drilled Shaft Concrete: "Ambient temperature conditions, strength test result falls more than 500 psi below the specified minimum strength, furnish either, for these conditions. We would be asking to perform slump test at 85o F when the pouring will be with actual, for slump loss test and not the actual ambient temperature of the slump loss test. Should the placement take place at 70°F then the slump loss test should take place at the anticipated ambient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/3460202.comm.pdf?sfvrsn=1550ed15_09900600.comm
on the panel’. 3. . 990-6.1(5) “Prior to approval an impact test shall be performed, will perform an impact test.’ 4. Alternative designs for temporary glare screen may be submitted as a Cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9900600.comm.pdf?sfvrsn=faeb9d2c_09310102.impl
shall be based on the manufacturer’s certified mill analysis certifying that the test results meet, analysis certifying that the test results meet the specification limits of the ASTM designation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9310102.impl.pdf?sfvrsn=4c38b4e2_04580202.comm
4580202 BRIDGE DECK JOINTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Debbie J. Steiger 716-308-6799 debbie.steiger@basf.com Comment: (10-21-13) Under section 932, the FLDOT specification for Movement Capability calls out the ASTM C719 test method. However, the FLDOT specification calls out a 2 inch wide joint. I think this dimension is in error unless a special test machine is used. It should be a 2 inch long joint (by ½ inch wide) as described in ASTM C719. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4580202.comm.pdf?sfvrsn=cffb74b5_0Section11.6-062518_1-19WB
reported pencil hardness* or solvent rub test. Perform three pull tests to ensure the area meets 800 PSI (to limit damage, abort test when values reach > 800).Apply IOZ thinned as recommended, inspection/testing of shop applied coatings. 11.6.5 GENERAL INFORMATION These preapproved procedures, conditions. Confirm cure before top-coating or shipping by using rub test or pencil hardness test. If the pencil hardness test is used, consult the coating manufacturer (or Owner's specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section11-6-062518_1-19wb.pdf?sfvrsn=34a51280_1Section11.6-062518_1-19WB
reported pencil hardness* or solvent rub test. Perform three pull tests to ensure the area meets 800 PSI (to limit damage, abort test when values reach > 800).Apply IOZ thinned as recommended, inspection/testing of shop applied coatings. 11.6.5 GENERAL INFORMATION These preapproved procedures, conditions. Confirm cure before top-coating or shipping by using rub test or pencil hardness test. If the pencil hardness test is used, consult the coating manufacturer (or Owner's specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section11-6-062518_1-19wb.pdf?sfvrsn=63768d21_15300201int
an application in accordance with Section 6, and include certified test reports from an independent test, or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks developed, Soundness is not required for broken concrete. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense, Verification tests on all materials placed on the project. 2.The Engineer will check the gradation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5300201int.pdf?sfvrsn=1a300878_15300201ind
an application in accordance with Section 6, and include certified test reports from an independent test, or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks developed, Soundness is not required for broken concrete. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense, Verification tests on all materials placed on the project. 2.The Engineer will check the gradation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5300201ind.pdf?sfvrsn=cb0e9d70_12040603.FHWA
and the following substituted: 204-6.4 Density Tests: Meet the requirements of 200-7.2.2. 2040603.D01 All Jobs, substituted: 204-6.4 Density Tests: Meet the requirements of 200-7.2.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/2040603.fhwa.pdf?sfvrsn=226b689e_06490500-122origind
the foundation has achieved 70% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean, . Test the grout fluidity using ASTM C939 Flow Cone Method. Discard any grout with an unacceptable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/6490500-122origind.pdf?sfvrsn=74e29d6b_2E1E73-414733-1-I75-PowerDropChange
that all subsystems must be functional before the ITS System Operational Test and that the Contractor, that, had a work order been issued in a timely manner, operational testing could have begun on July, testing could begin. DMS work was not complete until after power was converted at Alico Road. Further, for holding the start of operational testing until the DMS issues were resolved are justified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2010/e1e73-414733-1-i75-powerdropchange.pdf?sfvrsn=30ad9459_2