9037 search results for test
SS4000700
that the placement locations of the various LOTs of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete at the end of the discharge line, except
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4000700.pdf?sfvrsn=b9758897_0SS4000700
that the placement locations of the various LOTs of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength. When concrete is placed by pumping, take all test samples of concrete at the end of the discharge line, except
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss400070010a3641374a04da99d3101f8eda5be54.pdf?sfvrsn=f6c534c2_06500000.resp
test specific to just the disconnect hanger component of a typical signal assembly excluding, the wind induced dynamics should be part of any test requirement. Therefore, I would suggest adding, is hurricane resistant signal assemblies, why not test to it? Response: See comment response in Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/6500000.resp.pdf?sfvrsn=731158f_0SPI-455-101
of piles, piers and/or bents, use of Test Piles and instrumentation. When not enough space is available, Test Piles change data table column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-101.pdf?sfvrsn=f2ddd68d_12012SITCPart2Chapter7
p a int i n t h e container; and taking samples for testing. Paint material cannot be used, have been thoroughly tested at the Department’s State Materials Office and are the only products, to be sent to the designated Department Lab for testing. 7-4 Q U I Z 1) True or false: only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/selfstudy/structurespartii/2012sitcpart2chapter7.pdf?sfvrsn=c6a4234d_0SS0050104
. Provide copies of material certifications and material tests to the Resident Engineer. (b) When, of material certifications and material tests to the Resident Engineer. 5-1.4.5.2 Building Structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss0050104.pdf?sfvrsn=aa8d88c_04700000.FHWA
of ASTM A 153. 470-112.4 InspectionTesting: The Engineer will not require laboratory tests other than tests of the galvanizing, but will inspect and approve of the hardware for quality of manufacture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4700000.fhwa.pdf?sfvrsn=9e5de608_0SS5800000SAcomm&resp
stress of the plant material, health, etc., require where the tests would have to be conducted, a report, of measurement (tenths, hundredths, etc), location the soil moisture tests were taken, along
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/comments-responses/ss5800000sacomm-resp.pdf?sfvrsn=ca9d0aa3_26110203.FHWA
in accordance with 5-11, only after satisfactory completion of all field tests of completed installations, with 5-11, only after satisfactory completion of all field tests of completed installations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/6110203.fhwa.pdf?sfvrsn=37481b42_00090103SLPQ.FHWA
) The Contractor has furnished all required mill tests and analysis reports to the Engineer, required mill tests and analysis reports to the Engineer. 0090103SLPQ All Contracts less than
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/0090103slpq.fhwa.pdf?sfvrsn=9c90bdc0_09970000-724origind
substitute software modules submitted must be tested and approved by the Department. Provide, is for dynamic testing. Table 997-19 At 14.6 psi Barometric Pressure Dry Bulb ºF Relative Humidity, 997-22 is for dynamic testing. Table 997-22 At 14.6 psi Barometric Pressure Dry Bulb ºF Relative, Vent Louvered vents meeting the NEMA rod entry test for 3R enclosures. The louvers are covered
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9970000-724origind.pdf?sfvrsn=490b8690_10090103SLLS.ind
to nominal thickness. (2) Where these Specifications provide for a deduction due to test results, mill tests and analysis reports to the Engineer. (g) The Contractor has furnished the Construction, all required mill tests and analysis reports to the Engineer. (f) The Contractor has furnished
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/0090103slls.ind.pdf?sfvrsn=72c534bf_0AMLSC_Meeting56_2017-09
for the expressed purpose of testing out ideas for using bridge condition data to support future bridge, population to test out ideas for condition-based, outcome- driven performance measures, Scope and has posted to the Scope Customization Website and it is currently in test mode. We plan, language and what work/did not work since it was tested recently really for the first time. Coast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/cont/amlc_minutes/amlsc_meeting56_2017-09.pdf?sfvrsn=dacd72ee_0DCTAMeetingMinutes030205
with the Administrator, to buy test and materials • Providers can charge whatever they want. Budget
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/publications/meetingminutes/trainingmeetings/2005/dctameetingminutes030205.pdf?sfvrsn=8b203c5f_0CR-10B
and are stud bend test records maintained? Is there documentation to substantiate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-10b.pdf?sfvrsn=4e740a5d_0DCTA Teleconference Minutes, April 20 2016
to free training. 8. CTQP Auto Requalification still pending (soon) more test cases processed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/trainingmeetings/2016/dcta-teleconference-minutes-april-20-2016.pdf?sfvrsn=21489062_2CR-10B
of erection? Are shear studs installed in the field and are stud bend test records maintained
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1314/cr-10b.pdf?sfvrsn=e648ded1_0CR 10B Beams Bearing Bolts (17-18)_Final
studs installed in the field and are stud bend test records maintained? Is there documentation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1718/cr-10b-beams-bearing-bolts-(17-18)_final.pdf?sfvrsn=7119c354_0CR-10B
and are stud bend test records maintained? Is there documentation to substantiate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1415/cr-10b.pdf?sfvrsn=7e269b0f_0CR-10B Beams Bearing Bolts (16-17)
and are stud bend test records maintained? Is there documentation to substantiate that these requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-10b-beams-bearing-bolts-(16-17).pdf?sfvrsn=a36723c6_0