9274 search results for test
2340500.FHWA
with the requirements of 334-5., except density testing for acceptance will not be performed in areas as defined, . The pay factor for LOTs where there are areas not requiring density testing will be prorated based on a pay factor of 1.00 for the tonnage of material in areas not requiring density testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/2340500.fhwa.pdf?sfvrsn=4d132afb_07850301.fhwa
pole furnished and installed will include furnishing, placement, foundation, and testing of all, , furnished and installed, will include furnishing, placement, and testing of all equipment, equipment shelter, furnished and installed, will include furnishing, placement, and testing, foundation, placement and testing of all equipment and materials, and for all tools, labor, hardware, ITS field cabinet, installed, will include placement and testing of all equipment and materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7850301.fhwa4f3b9ec0992c48e58852cc16670febad.pdf?sfvrsn=dc829865_06710000.comm
this functionality. There likely needs to be some testing of backward compatibility with the common central systems, functions (Clock, Comms, Data Storage). There may be no issue at all but, testing is King, compatibility testing. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/6710000.comm.pdf?sfvrsn=6f65d73d_04550201InternalCommentResponse
not sure why submittal of driving and testing records within one day is necessary. FDOT will not determine if Verification Testing is needed until submittal of the Foundation Certification, Verification Testing. In projects that require pile driving beyond initial drive, receiving the data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/comments-responses/4550201internalcommentresponse.pdf?sfvrsn=cce5f96f_1Pavement 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_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_01050302-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_1SR 45 Discharge of Superintendent
also taken into consideration the position papers, oral presentations, testimony of others
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/sr-45-discharge-of-superintendent.pdf?sfvrsn=8df6a2d4_0