9274 search results for test
9720000.impl
± 3ºF in an environmentally controlled test chamber. Testing shall be performed, ,theproducershallfurnishtotheStateMaterials Engineeracertifiedtestreportfrom an approved independent test, . The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313, tested in accordance with ASTM E 1347. 972-4.2.4 Retroreflective Sheeting: The reflective sheeting, at the midpoint for each of four bends. The test on each post shall be completed within two minutes of removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/9720000.impl.pdf?sfvrsn=814e399_0SS9720000
± 3ºF in an environmentally controlled test chamber. Testing shall be performed, ,theproducershallfurnishtotheStateMaterials Engineeracertifiedtestreportfrom an approved independent test, . The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313, tested in accordance with ASTM E 1347. 972-4.2.4 Retroreflective Sheeting: The reflective sheeting, at the midpoint for each of four bends. The test on each post shall be completed within two minutes of removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9720000.pdf?sfvrsn=4bdfffc5_0SS9720000
± 3ºF in an environmentally controlled test chamber. Testing shall be performed, ,theproducershallfurnishtotheStateMaterials Engineeracertifiedtestreportfrom an approved independent test, . The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313, tested in accordance with ASTM E 1347. 972-4.2.4 Retroreflective Sheeting: The reflective sheeting, at the midpoint for each of four bends. The test on each post shall be completed within two minutes of removal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9720000dbb71e19e9e24fa790fb38e845b6a748.pdf?sfvrsn=18b8ef4c_0D3310000.do
Acceptance tests within the specified time frame. 6.Sampling and Testing. Use the sampling and testing, , or Type S-III. The composition and physical test properties for all mixes including Type S Asphaltic, gravel as coarse aggregate component must show no potential for stripping during laboratory testing, . 331-2.2.2 Fine Aggregate and Mineral Filler: In laboratory tests, and for the purpose of proportioning, mix design test data showing that the material as produced will meet the requirements specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3310000.do.pdf?sfvrsn=f194e44d_0Section84V2-722
. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American, . 8.4.8.2 SAMPLING AND TESTING OF THE FIELD DEMONSTRATION CONCRETE Perform the field demonstration tests, of the laboratory trial batch tests and field demonstration of verified test data and inspection, in FDOT Specifications Section 346. 9. Perform SCC tests at the point of placement or testing station, segregation resistance test (Pd) and all other required tests. Notify the DMRO personnel and take
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section84v2-722.pdf?sfvrsn=fbf51b14_1Section84V2-722cln
, and any other test that is required for the class of concrete and any other tests that the Plant has, consecutive QC or verification tests, which have met all plastic and hardened concrete test, of static segregation resistance test (Pd) and all other required tests. Notify the DMRO Topic, , laboratory and field trial batches of the concrete mixes, and inspection and testing of production, Products, Precast/Prestressed Concrete Institute (PCI), Manual MNL 116. American Society for Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section84v2-722cln.pdf?sfvrsn=c0bf511c_2Section84V2-redln122
116. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, other test that is required for the class of concrete and any other tests that the Plant has, the results of the laboratory trial batch tests and field demonstration of verified test data, resistance test (Pd) and all other required tests. Notify the DMRO personnel and take corrective actions, , and inspection and testing of production concrete. Produce SCC using a central mixer at an on-site
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section84v2-redln122.pdf?sfvrsn=e0ce3474_14550502.origind
piles or 100% dynamic testing, the Engineer will dynamically test the first pile(s) in each bent, load tests for comparison purposes, the Contractor will be paid for an additional dynamic load test, will be made for dynamic load tests on test piles. Payment for attaching equipment to each production pile, . , and iInclude all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.2, % dynamic testing on piles. Are these changes applicable to all Department jobs? Yes If not, what
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/4550502.origind.pdf?sfvrsn=ef092e2b_04550000.FHWA
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, days before beginning test pile installation, of the proposed testing schedule so that items supplied, test pile/shaft site during the installation of the instrumentation, during the load testing, or testing lab, required to read the dial gauges, take level measurements, and conduct the load test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4550000.fhwa.pdf?sfvrsn=c2345537_06b Type 2 CE Hearing Opportunity_FAR
the testimony and evidence from which the appeal is to be issued. [Do NOT check this box unless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/perk/6b-type-2-ce-hearing-opportunity_far.pdf?sfvrsn=3da6ce91_16e EA Hearing Opportunity_FAR
of the proceeding is made, which record includes the testimony and evidence from which the appeal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/perk/6e-ea-hearing-opportunity_far.pdf?sfvrsn=854d6930_17c Type 2 CE Public Hearing_FAR
of the proceeding is made, which record includes the testimony and evidence from which the appeal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/perk/7c-type-2-ce-public-hearing_far.pdf?sfvrsn=1e02b35d_17i EA Public Hearing_FAR
to ensure that a verbatim record of the proceeding is made, which record includes the testimony
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/perk/7i-ea-public-hearing_far.pdf?sfvrsn=9c2fe247_17m EIS Public Hearing_Public Notice
presentation and testimony begins. This will include (description of format). Virtually Day, Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/perk/7m-eis-public-hearing_public-notice.pdf?sfvrsn=88ec257d_17n EIS Public Hearing_FAR
of the proceeding is made, which record includes the testimony and evidence from which the appeal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/perk/7n-eis-public-hearing_far.pdf?sfvrsn=65ef641b_1SP4550000DB-122comm
“Predrill holes for production piles in the same manner and to the same depth test piles were, that longer predrilled holes are necessary compared to the test piles? What if the contractor choses to use a shorter predrilled depth compared to test piles and the requirements of penetrating hard, and test piling, the Contractor may initially predrill holes to a depth up to 10 feet or 20% 25, for production piles in the same manner and to the same depth test piles were predrilled, unless required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/sp4550000db-122comm.pdf?sfvrsn=a3f2ab8b_2Pile Underrun Issue Final Draft and dissent
of test piles, dynamic load testing, static load testing, supplemental soil testing, etc. When, . Within five working days after driving all the test piles, completing all load tests, completing all, phases within five working days after driving all the test piles, completing all load tests, ? CONTRACTOR’S POSITION “The 2014 Standard Specification Section 455B provides requirements for Piling. Test, Guidelines (SDG 3.5.9 [10.7.3.3] and 3.5.10 [10.7.9] recommend that the plan test pile lengths should be 15
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2016/pile-underrun-issue-final-draft-and-dissent.pdf?sfvrsn=a811d9dc_2SP4550000DB-122
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 load test experience on at least, to assist as required during load test setup and conducting of the load tests. Provide qualified, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, piling/shafts, except when driving specified test piling in end bents or when the Plans show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/design-build/sp4550000db-122.pdf?sfvrsn=951c94e4_2SP4550000DB-722AddChng impl
: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing, with transportation to assist as required during load test setup and conducting of the load tests, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile cushion when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/sp4550000db-722addchng-impl.pdf?sfvrsn=e9fcba72_2SP4550000DB-722-AddChng origind
. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, testing, cut off the tested piles/shafts, which are not to be incorporated into the final structure, during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile, and compact the fill before installing end-bent piling/shafts, except when driving specified test piling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722-addchng-origind.pdf?sfvrsn=8656b756_2