9274 search results for test
SS7000000
2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7000000.pdf?sfvrsn=c6a8802d_0SS7000000
from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erect the signs and sign, . For aluminum alternates the Engineer will allow a cast base, provided the Contractor submits test, it is to be used. Perform physical tests and submit certified reports for one base to be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss7000000.pdf?sfvrsn=2f9c74c2_0SS7000000
strength in the support footing is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erectthesigns and sign structures, and Plates: For aluminum sheets and plates for sign panels, ntractor submits test with be used se, to be used for each pole size is as strong as the pole which it is to be used. Perform physical tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7000000e2292ad392da42159e80e2efe7c479ff.pdf?sfvrsn=6b330781_07000000.fhwa
on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign, on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign, alternate breakaway designs if satisfactorily tested in accordance with the current AASHTO, the Engineer will allow a cast base, provided the Contractor submits test reports giving evidence, physical tests and submit certified reports for one base to be used with each pole size. Use Alloy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7000000.fhwa05e0674de08a43fa9644d94a9976fc28.pdf?sfvrsn=e9d5031e_0SS6490000
and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C 31 and ASTM C 39
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss6490000e596c907f8454f60a3d4727a837c1de6.pdf?sfvrsn=fbe13bf5_0SS6490000
the foundation has achieved 70% of the specified 28-day concrete strength and verifying test results have been provided 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/ss6490000.pdf?sfvrsn=c624f0c6_45270022.fhwa
that meet the following minimum material property requirements when tested in accordance, property requirements when tested in accordance with the indicated Standard. PROPERTY STANDARD MINIMUM T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5270022.fhwa0f431827baa440e1adbf1b39c90c8a92.pdf?sfvrsn=61def87f_05270022.FHWA
that meet the following minimum material property requirements when tested in accordance, property requirements when tested in accordance with the indicated Standard. PROPERTY STANDARD MINIMUM T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul07/files/5270022.fhwa.pdf?sfvrsn=32ec7abc_0LAP3440000-122comm
picture as to what our temperatures usually stay around and I only found 3 that tested below 88deg. The ambient temp was 89deg and tested at the plant so no travel time, only mix rotations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/lap/comments-responses/lap3440000-122comm.pdf?sfvrsn=4a9618ad_26600201-3.impl
with the roadway surface. Ensure that loop sealant does not run out of unlevel slots as tested for viscosity, of application and when cured as tested for tack free time using ASTM C679 at 77°F. Ensure loop sealant, for 2 weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant shows, at 77°F as tested for shrinkage using a dimensional measurement. Ensure loop sealant resists weather, oils, gasoline, antifreeze, and brake fluid as tested for absorption using ASTM D570 for water
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/6600201-3.impl.pdf?sfvrsn=6700d595_09450202.FHWA2
, with a suitable wax compound. The bolts may be sampled and tested before erection or may be accepted, be sampled and tested before erection or may be accepted on the basis of the manufacturer’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9450202.fhwa2.pdf?sfvrsn=f3bdd767_09450202.FHWA
compound. The bolts may be sampled and tested before erection or may be accepted on the basis, at the factory, with a suitable wax compound. The bolts may be sampled and tested before erection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9450202.fhwa.pdf?sfvrsn=8845ba6f_09210100-723 FHWA
IT, and Type IL, Type IP, and Type IS shall be tested in accordance with ASTM C1702 and reported, , Type IP, and Type IS shall be tested in accordance with ASTM C1702 and reported at three days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9210100-723-fhwa.pdf?sfvrsn=a03706d8_19900000Orgin
of 25% when tested in accordance with ASTM D 638. 990-5.8 Plastic Pull test: The stripes, Test: (a)Thebatteryshallbeequippedwithabatterycontrollertopreventovercharging andover-discharging.An, of 1.50 when tested using the liquid oil immersion method. Use size and quantity of beads, Number) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall, : The stripes and markings shall have a minimum tensile strength of 40 psi [275 kPa] when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9900000orgin.pdf?sfvrsn=816f2ab0_07010400.fhwa
line is visible. Conduct field tests in accordance with FM 5-541. Take test readings, and yellow pavement markings in accordance with FM 5-541. The Department reserves the right to test, on either side of the existing line is visible. Conduct field tests in accordance with FM 5-541. Take test readings representative of the striping performance. Remove and replace markings not meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7010400.fhwa2d8df67943f2423db772d9cb7d2d0072.pdf?sfvrsn=78fc5dcf_07820102.impl
by these specifications to a field acceptance tests (FATs). Develop and submit a test plan to the Engineer for review and approval. Ensure that the test plan demonstrates each and every functional requirement specified for the device or system under test. The Engineer reserves the right to witness all tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7820102.impl.pdf?sfvrsn=9d330da9_09550000Orgin
test methods are in accordance with the updated requirements of the American Wood Preservers, (ACZA) shall be in accordance with AWPA P5. 955-4.1 Amine Copper Quat-Type D (ACQ-D): The test, of the treating solution shall be between 1.6 and 3.2. The tests for CCA shall meet the requirements, Materials Office will acquire random test samples of the preservatives. When Douglas Fir is used, arsenate. Ammoniacal copper arsenate shall meet the requirements of the AWPA Standards. Tests to determine
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9550000orgin.pdf?sfvrsn=a32927fa_07010400.FHWA
line is visible. Conduct field tests in accordance with FM 5-541. Take test readings, and yellow pavement markings in accordance with FM 5-541. The Department reserves the right to test, on either side of the existing line is visible. Conduct field tests in accordance with FM 5-541. Take test readings representative of the striping performance. Remove and replace markings not meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7010400.fhwa.pdf?sfvrsn=62645f0a_07000000.fhwa
strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C, 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, the Contractor submits test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7000000.fhwa4de7f3d9b7124cb488690342676b213e.pdf?sfvrsn=d150c37_07000000.FHWA
concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM, in the support footing is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying, test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports for one base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7000000.fhwa.pdf?sfvrsn=da4e3637_0