9204 search results for test
Pavement Performance
system. Through advanced testing and monitoring programs, the unit evaluates pavement friction, Stats 8,000+ lane miles surveyed annually. FDOT has conducted friction testing since the late 1950s, objective maintenance decisions and safer night-time driving. Non-Destructive Testing (NDT) Purpose
https://www.fdot.gov/materials/pavement/performance/ndt/index.shtm4300201.resp
% deflection into the test requirements for the 100 year protocol. There has been no such correlation, specific. Approval does not allow producer to change resin unless new testing is done fulfilling, : Service life is determined using the same test methods and requirements used for AASHTO M294, calibrated against results of full-scale tests. It is not clear if this has been done or, if not, then when, will administer deflection tests based on the notion that 5% is an acceptable pass-fail, however
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4300201.resp.pdf?sfvrsn=37c13061_09710302.resp
karen.byram@dot.state.fl.us Comments: (12-2-11) A 5 year test deck seems impractical. Additionally, test. To avoid confusion, the 3year test deck performance requirement can be clearly identified as different from the 'service life' to avoid confusion. A 3 year test deck is much more manageable, above the road surface and at traffic volumes at the QPL Test deck requirement I would think, thermoplastic test deck sections were not installed correctly in accordance with the Florida Method 5-541
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9710302.resp.pdf?sfvrsn=4da43c74_09310100.FHWA
. Acceptance of reinforcing steel shall be based on test samples taken randomly by the Department and manufacturer’s certified mill analysis certifying that the of test results meeting, to use. The Engineer will Randomly takenselect test samples and certification of test, test sSamples shall be cut from bundled steel that is shipped to the jobsite. 931-1.2 Welded Wire, on the manufacturer’s certified mill analysis certifying that the test results meet the specification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9310100.fhwa.pdf?sfvrsn=de048bba_0E57D3
- DESILTING CONCRETE BOX CULVERT CY 100.000 0432- 3- 1 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 15" EA 100.000 0432- 3- 2 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 18" EA 100.000 0432- 3- 4 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 24" EA 100.000 0432- 3- 5 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 30" EA 50.000 0432- 3- 6 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 36" EA 25.000 0432- 3- 7 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 42" EA 25.000 0432- 3- 8 CHEMICAL GROUT REPAIR, PIPE, NON-TEST, 48" EA 30.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/aug05/e57d3.pdf?sfvrsn=47da9403_11050302-MM6.2.resp
" and elliptical equivalents will only be accepted on the basis of a 3 edge bearing test. Response: The national standard ASTM C-76 allows for the use of cores, cylinders or 3 edge bearing test. No change made, Response: No change needed. 11. In 6.3.7.8.3, the absorption test is waived for precast reinforced concrete inlets, manholes, junction boxes, and endwalls. In 6.2.7.9.2, absorption tests are required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302-mm6-2-resp.pdf?sfvrsn=e78575ee_4D4130000
mm] level Water absorption test (ASTM C 642) 0.50 percent maximum / 48 hours; 1.5 percent maximum / 50 days NCHRP 244 Series II - cube test Water weight gain 85 percent reduction minimum, reduction minimum Scaling resistance test (ASTM C 672) (non - air - entrained concrete) 0 rating, of the containers certified. 413-5.3 Materials Sampling for Tests: The Engineer may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4130000a59337a01f574f4e9f30eac11eec8af9.pdf?sfvrsn=b8d998af_0D4130000.do
] level Water absorption test (ASTM C 642) 0.50 percent maximum / 48 hours; 1.5 percent maximum / 50 days NCHRP 244 Series II - cube test Waterweightgain 85percentreductionminimum Absorbed, 95percentreductionminimum Scaling resistance test (ASTM C 672) (non - air - entrained concrete) 0 rating “No Scaling, numbers of the containers certified. 413-5.3 Materials Sampling for Tests: The Engineer may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4130000.do.pdf?sfvrsn=d0e01250_07020400.origind
of the existing line is visible. Conduct field tests in accordance with FM 5-541 and ASTM E 2177 (Bucket Method).Take test readings representative of the striping performance. Remove and replace traffic, E 2177 (Bucket Method) for wet recovery. The Department reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. The test readings should be representative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7020400.origind.pdf?sfvrsn=d5d13939_0120-001
of a particular material. Tests shall be performed in accordance organic content shall be determined from the test results from a minimum of three randomly selected sufficiently to sustain a drivable surface, , or an organic content individual test result which exceeds seven (7) percent, shall not be roadbed, an individual test value which exceeds four (4) percent, shall not be used in the subgrade portion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/idx/120-001.pdf?sfvrsn=2942e503_6120-001
267 on the portion of a sample passing the No. 4 sieve. of a particular material. Perform tests, content from the test results from a minimum of operational vehicles as approved by the Engineer, of embankment percent, or an organic content individual test result which exceeds soils having an average, ) percent, or having an individual test value Select (S) soils having an average organic content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/idx/120-001.pdf?sfvrsn=10911fbd_2D4130000.do
] level Water absorption test (ASTM C 642) 0.50 percent maximum / 48 hours; 1.5 percent maximum / 50 days NCHRP 244 Series II - cube test Waterweightgain 85percentreductionminimum Absorbed, 95percentreductionminimum Scaling resistance test (ASTM C 672) (non - air - entrained concrete) 0 rating “No Scaling, numbers of the containers certified. 413-5.3 Materials Sampling for Tests: The Engineer may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4130000.do.pdf?sfvrsn=a0ed1d07_0120-001
5. FM 1-T 267. of a particular material. Perform tests in accordance with three randomly selected samples from each stratum or stockpile average organic content from the test results from, individual test result which exceeds soils having an average organic content of more than five (5, , are not permitted in the subgrade two and one-half (2.5) percent, or having an individual test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/120-001.pdf?sfvrsn=b65b46da_15270000.fhwa
Detectable Warnings that meet the following minimum material property requirements when tested, test reports from an independent laboratory that shows the Detectable Warning meets the material, Warnings that meet the following minimum material property requirements when tested in accordance, detailed in Index No. 304 of the Design Standards. Submit Applications that include certified test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5270000.fhwa169aca30411a479da41c2b755e9246ce.pdf?sfvrsn=e5a5fad5_05270000.FHWA
Detectable Warnings that meet the following minimum material property requirements when tested, test reports from an independent laboratory that shows the Detectable Warning meets the material, Warnings that meet the following minimum material property requirements when tested in accordance, detailed in Index No. 304 of the Design Standards. Submit Applications that include certified test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5270000.fhwa.pdf?sfvrsn=d9d78ee5_0SS5300000
or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks, greater than 5.0. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense to the Department. EM refers, by the following: (1)TheEngineermay perform Independent Verification tests on all materials placed, ) The Engineer may test components in a blend of rubble processed from different geologic formations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss5300000.pdf?sfvrsn=691ee78d_05300000.IMP
the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing, . Drop Test***(EM 1110-2-2302) No new cracks developed, or no existing crack widened additional 0.1, Independent Verification tests on all materials placed on the project. (2, , and the sorting site at no expense to the Department. (3) The Engineer may test components in a blend
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/5300000.imp.pdf?sfvrsn=9f2b7653_05300000Orig
not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks developed, or no existing crack, than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structuralintegrity. Provide all equipment, labor and testing at no expense to the Department. EM refers to the US Army, by the following: (1)TheEngineermay perform Independent Verification tests on all materials placed, ) The Engineer may test components in a blend of rubble processed from different geologic formations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/5300000orig.pdf?sfvrsn=90f278e0_05300000IMP
layers, blasting or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302, per million and a pH greater than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense, with 6-3.3 as amended by the following: (1)TheEngineermay perform Independent Verification tests, to the Department. (3) The Engineer may test components in a blend of rubble processed from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5300000imp.pdf?sfvrsn=4ad492a7_0SS5300000
or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks, greater than 5.0. ***The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense to the Department. EM refers, by the following: (1)TheEngineermay perform Independent Verification tests on all materials placed, ) The Engineer may test components in a blend of rubble processed from different geologic formations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss5300000.pdf?sfvrsn=30c0f173_0