9037 search results for test
SS3200603
320 HOT MIX ASPHALT - PLANT METHODS AND EQUIPMENT. (REV 10-25-13) (FA 1-2-14) (7-14) SUBARTICLE 320-6.3.2 is deleted and the following substituted: 320-6.3.2 Test Frequency: The normal frequency for taking asphalt mix temperatures will be for each day, for each design mix on the first five loads and one out of every five loads thereafter. Take the temperature of the asphalt mix at the plant and at the roadway before the mix is placed at the normal frequency. Record the temperature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss3200603.pdf?sfvrsn=7d3158a2_04530405.comm
) For the new 36-hour additional test specimen, shouldn’t there also be a target PSI at 36 hours
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4530405.comm.pdf?sfvrsn=8c6a5f9e_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.fhwa490254d7d9134985ae76beb5c5057e5a.pdf?sfvrsn=a0accb46_09480100Orgin
. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M, . 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/9480100orgin.pdf?sfvrsn=646ad374_09710906.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.fhwa.pdf?sfvrsn=89fbd45_07100400.COMM
not been proven to work. The state test deck will bear this out. What is the traffic count there where they did the test? At no additional cost? Does the state want the contractor to just figure three, test where we were working on closed mix’s and compared them to open mix’s and the open mix does not test well. We went as far as to do both on the exact same day with the exact same truck, paint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7100400.comm.pdf?sfvrsn=9d4f0d9f_09620102.FHWA
members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements, (as defined in Section 460) shall meet the impact test requirements of ASTM A 709 for non-fracture, members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements for non, meet the impact test requirements of ASTM A 709 for non-fracture and fracture critical tension
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9620102.fhwa.pdf?sfvrsn=5209ef0b_07810000.comm
grounding test requirements per 785 from this spec? Response: See 6870000 Comments and Response. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/7810000.comm.pdf?sfvrsn=3fae452f_04620402.impl
to the anchorage. When stainless steel grout caps are supplied, provide certified test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4620402.impl.pdf?sfvrsn=44d5dc6c_09310000.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.fhwa.pdf?sfvrsn=e469e2f_09480100Orgin
. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M, . 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9480100orgin.pdf?sfvrsn=4fd5cebb_05560200.impl
OR ASTM D2997 N/A (1) No hydrostatic test required (2) Dimensional tolerances only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan10/files/5560200.impl.pdf?sfvrsn=99564f05_07100400.COMM
not been proven to work. The state test deck will bear this out. What is the traffic count there where they did the test? At no additional cost? Does the state want the contractor to just figure three, test where we were working on closed mix’s and compared them to open mix’s and the open mix does not test well. We went as far as to do both on the exact same day with the exact same truck, paint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/7100400.comm.pdf?sfvrsn=7083e3db_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/ss5340100.pdf?sfvrsn=a034fd4f_09600202-724IMPL
test reports documenting steel chemical analysis shall be submitted when stainless steel anchorage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9600202-724impl.pdf?sfvrsn=5e365194_15201000-722impl
CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATOR (REV 12-21-21) (FA 2-14-22) (7-22) ARTICLE 520-10 is deleted and the following substituted: 520-10 Surface Requirements. 520-10.1 Straightedge: Test the gutter section of curb and gutter with a 10 foot straightedge laid parallel to the centerline of the roadway and while the concrete is still plastic. Perform straightedging along the edge of the gutter adjacent to the pavement or along other lines on the gutter cross-section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/5201000-722impl.pdf?sfvrsn=2ee32e4d_29320500-722FHWA
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 9320500D01 All, and equipment as applicable. Test Reports Submit test results and reports as required by Materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9320500-722fhwa.pdf?sfvrsn=f99645dd_29310203-722FHWA
the requirements of SSPC Paint 20. The Contractor shall submit to the Engineer a certified test report, . The certified test report shall conform to the requirements of Section 6 and include metallurgical, . The Contractor shall submit to the Engineer a certified test report from the manufacturer of the dowel bars confirming that the requirements of this Section are met. The certified test report shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9310203-722fhwa.pdf?sfvrsn=cf2b5dd2_23460000.resp
states "Maintain the hold cylinders until the verification of the compressive strength test results, but no more than one month after the age of the specified strength test". Do we really need, month + 1 day after test date. Response: Agreed. Action: Sentence has been modified to address, the test results for approval. e.g.) 9 in. target slump could be practical for that type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/3460000.resp.pdf?sfvrsn=b5726bb9_09620902.impl
, and submit a test report on the zinc coating thickness. 4. For anchor rods fabricated from material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/9620902.impl.pdf?sfvrsn=5e383ff4_0