9189 search results for test
3340302-724origind
Aggregate Angularity: When tested in accordance with AASHTO T 304, Method A, meet the uncompacted void, is allowable provided testing parameters of AASHTO T 340-10 (2019) meet the following requirements: 1. Rutting tests are performed on two gyratory specimens compacted to Ndes level of gyrations, tests are performed at 64.0 C. 4. The average rut depth for two specimens shall not exceed 4.5 mm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3340302-724origind.pdf?sfvrsn=c257905d_19330000.FHWA
reinforcement. For tests specified to be made by the producer, submit certified test results, . For tests specified to be made by the producer, submit certified test results to the Engineer prior, Testing requirements for Project Material Acceptance of CFRP Prestressing Strand Property Test Method, ) Strands: Meet the requirements of ACI 440.3R, B.10 – Test method for performance of anchorages, strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/9330000.fhwa.pdf?sfvrsn=46c50c26_0JimmieProw-MigratingToFDOTSS4
• Many bug fixes. Testers and other agencies report it being more stable. • The primary change
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testing of one of its straight portions, a test specimen produced at the same time, during the same, . When the bent shape does not allow for the tensile testing of one of its straight portions, test, not allow for the tensile testing of one of its straight portions, test specimens produced, Testing Requirements for Project Material Acceptance of FRP Reinforcing Bars Property Test Method, bars shall meet the requirements of ACI 440.6 following the test methods from ACI 440.3. Use only
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9320300.fhwa.pdf?sfvrsn=ace22255_01050302_MM9.2.resp
in which the plastic properties will be tested. Response: No change made. 11. In 9.2.8 Step (2) of the procedure for slump loss tests, it states, “This test may be used for lower ambient temperature, ) of the procedure for slump loss tests, it states, “Submit slump loss test results to the Contractor, the slump loss test. It is not the intent to have the slump loss tests approved by DMO before, to require testing of absorption on silica sand, and even less need for a comparison of tests from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302_mm9-2-resp.pdf?sfvrsn=e5053755_49320203.impl
, a minimum of two bridge bearing pads per LOT will be selected by the Engineer, one for testing and one for confirmation in the event of a failing test result. LOTs will be sampled only after all like pads, selected for testing. Bridge bearing pads shall be available for sampling a minimum of three weeks prior to their installation. The sample bridge bearing pads shall be tested by an independent
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/9320203.impl.pdf?sfvrsn=78f0f7ac_09320300.origind
not allow for the tensile testing of one of its straight portions, a test specimen produced at the same time, during the same production lot, but of sufficient length to perform the required testing, ) reinforcing bars. All FRP reinforcing bars shall meet the requirements of ACI 440.6 following the test, bent bars of sufficient length to be tested according to ASTM D7205. The tensile strength, test reports conducted by an independent laboratory, qualified by an ISO 17025 accreditation agency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9320300.origind.pdf?sfvrsn=bbe935a6_04300048SS
the Engineer will also inspect for deflection. The Engineer may require further testing of the pipe as a result of the inspection. If so directed by the Engineer, test pipe 36 inches [900 mm] and less, by a method approved by the Engineer. If use of a mandrel is selected as the means of further testing, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ss.pdf?sfvrsn=e1196e6c_04300048SS
the Engineer will also inspect for deflection. The Engineer may require further testing of the pipe as a result of the inspection. If so directed by the Engineer, test pipe 36 inches [900 mm] and less, by a method approved by the Engineer. If use of a mandrel is selected as the means of further testing, to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ssd1f1fffcea28476695ce337db86743f8.pdf?sfvrsn=80648338_02021_High Friction Surface Treatment (HFST) Synthesis for Florida Pavements
contract 11, 58% 4, 21% 4, 21% 17 Binder and Aggregate Testing Binder A summary of binder test, temperature test in Kentucky and New York. A couple states are considering alternative binder tests. Florida may add thermal compatibility testing. Pennsylvania may develop an instate test method for casting and testing epoxy binders for ultimate tensile strength. 18 Table 2-2. Binder Test Methods, the states have a polish stone value of 38. Soundness testing and a few other tests are used by a few
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2021_high-friction-surface-treatment-(hfst)-synthesis-for-florida-pavements.pdf?sfvrsn=1cae71e6_19750702.FHWA
Performance Requirements: For laboratory testing, uUse flat test panels prepared in accordance, with ASTM G 7. Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic, , discoloration, softening or adhesion loss. Laboratory Testing- Sacrificial Property Test M e t h o d, - Sacrificial Property Test M e t h o d Requirement SS9750702 All Jobs Laboratory Testing, : For laboratory testing, use flat test panels prepared in accordance with AASHTO R-31. Outdoor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9750702.fhwa.pdf?sfvrsn=5afe48d6_06950000-724origind
unit that fails the operation test at no additional charge to the Department. 695-6.4 Testing, with the existing and new equipment. Remove and replace any new equipment that fails the operational test at no cost to the Department.. Any substitute software modules submitted must be tested and approved, full with no voids beneath the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor’s condition using an Inductive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6950000-724origind.pdf?sfvrsn=3e61addf_11050500.origind
are in conjunction with changes made to Section 346. Language for drilled shaft slump loss test requirements, the producer is required to perform the slump loss test and provide the test data to the Contractor, strength acceptance testing will not have to employ a qualified Level II technician as laboratory, ) is expanded by the following new subarticle: 105-5.10 Testing Laboratories: Identify the laboratories performing testing. Ensure that the testing laboratories comply with the Laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050500-origind.pdf?sfvrsn=4a8ef755_4SS9720000
be conditioned a minimum of two hours at -5 ± 3ºF in an environmentally controlled test chamber. Testing, ; Engineer a certified test report from an approved independent test laboratory that shows, be opaque white. The yellowness index shall no exceed 12 when tested in accordance with ASTM D 1925, of 70 when tested in accordance with ASTM E 1347. 972-4.2.4 Retroreflective Sheeting: The reflective, seconds when bent 180 degrees at the midpoint for each of four bends. The test on each post shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9720000.pdf?sfvrsn=b8709f1c_0SS5480206
of Sections 105 and 120 except as noted within this Section. Have the backfill material tested, independent testing laboratory prior to placement. Provide certification to the Engineer that the results, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum, -chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss5480206.pdf?sfvrsn=94003dfc_05480206.impl
and 120 except as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing, than 2.0% by weight of organic material, as determined by FM 1-T 267 and by averaging the test, . If an individual test value of the three samples exceeds 3%, the stratum or stockpile, that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5480206.impl.pdf?sfvrsn=43852698_0SP4440000
i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp4440000.pdf?sfvrsn=cf62d095_0SP4440000
i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp4440000.pdf?sfvrsn=afb9f8d1_0SP4440000
i s h a l l l a b o r , materials and equipment required to construct, test and maintain deep, : T h e p u mping test employed to determine the capacity of the well and whether or not it meets, without interruption for a period of 30 minutes. Locate the intake of the test pump at least 5 feet, level prior to the start of the test. 444-3.5MaintenanceofWells:Capandsealthecompleted deep wells immediately following construction and testing of the well. During the construction operations, do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp4440000.pdf?sfvrsn=b85c4314_0SS4620000
tests on samples taken from the finished product. Test the remolded finished polyolefin material, of not less than 20 minutes. Perform OIT tests on samples taken from the finished product. Test the remolded, test length to 15 feet. For systems being tested for use in precast segmental construction, modify, the test must be submitted to the Engineer for approval. Tests must be conducted in the Engineer’s, of tendons being tested. The in-place friction test is not required on projects with straight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss4620000.pdf?sfvrsn=8a3ed7b6_0