8978 search results for test
SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (1-14) Articles, : Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, before beginning test pile installation of the proposed testing schedule so that items supplied, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2014/files/sp4550100dtwotp.pdf?sfvrsn=99dae497_0SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (7-14) Articles, testing laboratory, or Specialty Engineer with prior load test experience on at least three, at an earlier time to prevent testing delays. Load test piles/shafts in the order directed, with transportation to assist as required during load test setup and conducting of the load tests. Provide, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp4550100dtwotp.pdf?sfvrsn=7fd33fcf_0SP4550100DTwTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITH TEST PILES. (REV 6-26-12) (7-14) Articles 455-1, testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, at an earlier time to prevent testing delays. Load test piles/shafts in the order directed by the Engineer, with transportation to assist as required during load test setup and conducting of the load tests. Provide, /Shafts: After completing testing, cut off the tested piles/shafts, which are not to be incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp4550100dtwtp.pdf?sfvrsn=9774cd34_0SP4550100DTwTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITH TEST PILES. (REV 6-26-12) (1-13) Articles 455-1, a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, beginning test pile installation of the proposed testing schedule so that items supplied, to each test pile/shaft site during the installation of the instrumentation, during the load testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp4550100dtwtp.pdf?sfvrsn=8e841cc4_0SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (1-13) Articles, : Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, before beginning test pile installation of the proposed testing schedule so that items supplied, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp4550100dtwotp.pdf?sfvrsn=8938ca5b_0SP4550100DTwTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITH TEST PILES. (REV 6-26-12) Articles 455-1 through, General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, days before beginning test pile installation of the proposed testing schedule so that items supplied, test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, furnish
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/sp4550100dtwtp.pdf?sfvrsn=34db7f03_2SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (1-13) Articles, : Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, before beginning test pile installation of the proposed testing schedule so that items supplied, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp4550100dtwotp.pdf?sfvrsn=280a30f5_0SP4550100DTwTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITH TEST PILES. (REV 6-26-12) (1-14) Articles 455-1, : Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, beginning test pile installation of the proposed testing schedule so that items supplied, to each test pile/shaft site during the installation of the instrumentation, during the load testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp4550100dtwtp.pdf?sfvrsn=92739f08_0D9940000.do
of test samples shall be field tested in accordance with FM 5-571 for each color, with their approved usage. Samples shall be taken in accordance with the Department’s Sampling, Testing, instrumental color testing, shall conform to the requirements of ASTM D4956. In addition to ASTM D4956 Table, shall be tested in accordance with ASTM D882. 994-3.7 Physical Properties: The retroreflective, of this Section. The certified test report shall include test results for retroreflectivity, color
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9940000.do.pdf?sfvrsn=a4067c92_04550000.comm
testing ranges? Just wondering if this change has something to do with the fact that no one seems to be able to get FDOT certified for polymer slurry even though product documentation details proper test, wing.heung@dot.state.fl.us Comment: (7-24-12) Type: 4550000 Text: 1) For structures without tested piles, , allow the Engineer one work day after driving the dynamic load tested piles for the Engineer, meant to be 455-23.7 or 455-15.5 ? Response 3) On 455-18 and the new 455-24.4 “test hole
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4550000-comm.pdf?sfvrsn=271fd082_4SP4550000DBFHWA
to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut, dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile stress, the fill before installing end-bent piling/shafts, except when driving specified test piling in end, temporary casings before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/sp4550000dbfhwa.pdf?sfvrsn=ffad7a4b_1SS9620102
Testing: For structural steel subjected to tensile stress used for main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements for non-fracture, ) is deleted and the following substituted: 962-8.4.2 Testing: Structural steel tubing subjected to tensile, the impact test requirements of ASTM A 709 for non-fracture and fracture critical tension components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9620102.pdf?sfvrsn=7999bb9a_0SS9620102
Testing: For structural steel subjected to tensile stress used for main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements for non-fracture, ) is deleted and the following substituted: 962-8.4.2 Testing: Structural steel tubing subjected to tensile, the impact test requirements of ASTM A 709 for non-fracture and fracture critical tension components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss9620102.pdf?sfvrsn=e3378c5e_0SS9620102
Testing: For structural steel subjected to tensile stress used for main load- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test requirements for non-fracture, ) is deleted and the following substituted: 962-8.4.2 Testing: Structural steel tubing subjected to tensile, the impact test requirements of ASTM A 709 for non-fracture and fracture critical tension components
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss9620102.pdf?sfvrsn=b7b6d2cd_03300202.fhwa
by Greg Sholar of the State Materials Office to expand the minimum process control testing requirements and to exclude sidewalks and bicycle/shared use paths from straightedge testing. Please review, Control Testing Requirements: Perform, as a minimum, the following activities at the testing, production exceeds 1,000 tons, perform these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may be used to fulfill this requirement. Verify modifier
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3300202.fhwa.pdf?sfvrsn=c77cd5d6_0SS1050000
. Technicians who test concrete properties or perform Verification testing for the Department must possess, testing, and the recording/reporting of all test data. 105-8.7.4 Concrete Production Facility Manager, e r f o rmance of required QC tests and statistical evaluation of QC test results. 105-8.7.5, : Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician, REQUIREMENTS ts: t entation and test results in the e Department, when requested, a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss105000075d0d1e24f4049b1a81f6ba68699ce47.pdf?sfvrsn=67012d7b_0SS1050000
. Technicians who test concrete properties or perform Verification testing for the Department must possess, testing, and the recording/reporting of all test data. 105-8.7.4 Concrete Production Facility Manager, e r f o rmance of required QC tests and statistical evaluation of QC test results. 105-8.7.5, : Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician, REQUIREMENTS ts: t entation and test results in the e Department, when requested, a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss1050000.pdf?sfvrsn=991dc22c_04550510.origind
and re-drives in steel piles as dynamic tests, to reduce the frequency of slurry sampling and testing, as dynamic tests, reduce the frequency of slurry sampling and testing in shafts, reduce the time between, testing. Make each pile to be dynamically tested with externally attached instruments available, a paragraph to allow the use of instrumented set-checks/re- drives to be considered as dynamic testing, for the purpose of using a higher phi factor for 100% Dynamic Testing specified in the SDG 455-15.8.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/4550510.origind.pdf?sfvrsn=8300ca78_0SP4550000DBD01-722FHWA
expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, driving of the test pile or reaction piles, whichever occurs last. Do not begin static load testing, with transportation to assist as required during load test setup and conducting of the load tests, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/sp4550000dbd01-722fhwa.pdf?sfvrsn=b19fdf7e_24490300.resp
decide to delete it, please rember the section of 449 that includes the Hydrostatic testing of Pipe, to get their product tested and approved for use, the Spec could be back in the Specifications. We don, test for joints was placed in the Specification because it would be rare in Florida to get enough head
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4490300.resp.pdf?sfvrsn=2d8868f3_0