9006 search results for test
SPM4300705-723-i18582
, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than 42 inches, of the following: Location of the sewer pipe section. Type of pipe material and diameter. The test pressure before and after sealing and the duration of the test. The volume of grout material used to seal, quantities. Video recording which must include testing and sealing operations for each joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm4300705-723-i18582.pdf?sfvrsn=b3d17aee_2SPM4300705-122
necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than 42 inches, : Location of the sewer pipe section. Type of pipe material and diameter. The test pressure before and after sealing and the duration of the test. The volume of grout material used to seal each, quantities. Video recording which must include testing and sealing operations for each joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/spm4300705-122.pdf?sfvrsn=3dbc6e0_2SPM4300705-722
necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than 42 inches, : Location of the sewer pipe section. Type of pipe material and diameter. The test pressure before and after sealing and the duration of the test. The volume of grout material used to seal each, quantities. Video recording which must include testing and sealing operations for each joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm4300705-722.pdf?sfvrsn=1e322d77_2SPM4300705-721
necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than 42 inches, : Location of the sewer pipe section. Type of pipe material and diameter. The test pressure before and after sealing and the duration of the test. The volume of grout material used to seal each, quantities. Video recording which must include testing and sealing operations for each joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/spm4300705-721.pdf?sfvrsn=66b2e1c1_2SP4300705
, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than 42, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/sp4300705.docx?sfvrsn=7ae42ce9_22000704.impl
, t he Engineer will select a random location to sample and test at the minimum frequency, , Method D. The Engineer will collect enough material to split and hold a sample for Resolution testing. Test Name Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts, than the Pit Proctor, the Engineer will test the Resolution sample and compare the Resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/2000704.impl.pdf?sfvrsn=3b1fc279_0SP4300705-i16432
, material, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/sp4300705-i16432.pdf?sfvrsn=b584d3a0_3SP4300705
, material, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/sp4300705.pdf?sfvrsn=bf32ec71_3SP4300705
, material, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/sp430070547d19975fdb549b9952ec532f0f9b1a5.pdf?sfvrsn=cbcb4530_3SP4300705
, material, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/maintenance/finalized/sp4300705884eb533-5874-4db7-b5f4-47e901855e5e.pdf?sfvrsn=84bc30bc_2SP4300705
, material, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/sp4300705.pdf?sfvrsn=296f3b5f_1SP4300705
, material, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/sp4300705.pdf?sfvrsn=fb4982ad_1SP4300705
, material, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/maintenance/finalized/sp4300705.pdf?sfvrsn=79af5b06_1SP4300705
, material, and labor necessary to clean, inspect, test, and seal pipe joints. For pipe sizes larger than, . The test pressure before and after sealing and the duration of the test. The volume of grout material, and their respective quantities. Video recording which must include testing and sealing operations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/maintenance/finalized/sp4300705.pdf?sfvrsn=5ac32a5f_2GL-08B
Volume II] 10. Water must not be added at the jobsite prior to slump testing and if the test is within, concrete placement stops for 90 min. or more, perform initial plastic properties tests on the next, truck while plastic properties tests are in progress. [Spec. 346-7, 346-8] 13. Concrete should, AND TESTING 15. Samples must be taken at the point of final placement: end of buckets, conveyor, then taken from center of load. [ASTM C-172, Spec 346-9] 17. Sampling and testing equipment in proper
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-08b.pdf?sfvrsn=f27fe6d4_03340802comm
. Recommendation: Publish all binder test results including supplier and DOT tests. Consider revising the frequency of supplier QC tests based on previous test result variability Response: 5. Increasing, Test Track Findings from back in 2015 showed that 0.5% more of a modified binder (PG 76-22) did, for 9.5mm to 1-1/4 inches for density testing areas. If the DOT wants to use it as 1 inch, eliminate the PWL density requirement and proceed with a refusal density testing with non-destructive density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3340802comm.pdf?sfvrsn=be5002d4_24554300.origind
as ACI Concrete Field Testing Technician Grade I. Personnel performing tests on hardened properties, . (REV 11-5-15) ARTICLE 455-43 is deleted and the following substituted: 455-43 Testing Cement, by the Engineer for Verification. Provide curing facilities for all QC and Verification test cylinders in accordance with ASTM C31. Test the cylinders at 28 days, in accordance with ASTM C39, Concrete Strength Testing Technician. Alllowstrengthcement grout accepted by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/4554300.origind.pdf?sfvrsn=1ea9e595_04620100-722origind
integrity. 5. Provide a mockup test in accordance with this Section. PT system acceptance testing may, . Furnish, test, transport, store, handle, and install all components of Post-Tensioning (PT) systems, shop drawings in accordance with Section 5. Perform PT system testing in accordance with Section 960. Include in the PT system testing all possible combinations of components to be incorporated, and/or model of major components, as defined in 960-2, that were used in system testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4620100-722origind.pdf?sfvrsn=2e483cb4_2SS9450000
. Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212 with the exceptions, in internal diameter using the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe, the hugger band or associated hardware. Testing shall be witnessed by the Engineer. 945-2 Aluminum Alloy, compound. The bolts may be sampled and tested before erection or may be accepted on the basis, by the Engineer. 945-2.3CertificationofTests:Forallaluminum materials, test certifications as specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9450000.pdf?sfvrsn=6a0186_0SS9450000
test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4. In lieu of Section 7.4, deflect one side of the pipe to a 5% reduction in internal diameter using the parallel plate testing, that the loading mechanism does not contact the hugger band or associated hardware. Testing shall, be lubricated at the factory, with a suitable wax compound. The bolts may be sampled and tested before, :Forallaluminum materials, test certifications as specified in 965-2, shall be furnished
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9450000.pdf?sfvrsn=7401ca9_0