9037 search results for test
7850301.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_19900202.fhwa
or shipment will be randomly tested as follows: Position t h e marker b a s e d o w n b e t w e e n t h e f l a t parallel platens of a compression testing machine. Place on top of the marker a flat, in accordance with the MUTCD color. (k)Thedevice will meet NEMA environmental standard. The test, u n d s . T h r e e markers per lot or shipment will be randomly tested as follows: 9900202.D01, of a compression testing machine. Place on top of the marker a flat piece of 65 durometer rubber 6 by 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9900202.fhwa9d5087486a9f42a283747f5c52d5e86d.pdf?sfvrsn=3a758117_09900202.FHWA
or shipment will be randomly tested as follows: Position t h e marker b a s e d o w n b e t w e e n t h e f l a t parallel platens of a compression testing machine. Place on top of the marker a flat, in accordance with the MUTCD color. (k)Thedevice will meet NEMA environmental standard. The test, u n d s . T h r e e markers per lot or shipment will be randomly tested as follows: 9900202.D01, of a compression testing machine. Place on top of the marker a flat piece of 65 durometer rubber 6 by 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9900202.fhwa.pdf?sfvrsn=8b8a8701_04000000FHWA
verification and testing at no expense to the Department and to the satisfaction of the Engineer, additional inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test, , and test for soundness and bonding of the forms by sounding with a hammer as directed by the Engineer, operations. Take concrete samples for assurance testing at the discharge end of the belt conveyor, for sampling and testing. Remove any concrete placed in an unsatisfactory manner at no expense
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan05/files/4000000fhwa.pdf?sfvrsn=d762aebf_09951400-723impl
during and after being subjected to the environmental testing procedures described in NEMA TS 4-2016, to the environmental testing procedures described in NEMA TS 4-2016, Section 2. 995-15.7 Warranty, be automatically tested once each day and is able to be tested on command from remote and local control access, to the Engineer for approval. The LED manufacturer must demonstrate testing and binning according, that the operational status of each pixel in the sign can be automatically tested once a day. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9951400-723impl.pdf?sfvrsn=360a34c4_19951400-723origind
be automatically tested once a day. Ensure that the pixel status test determines the functional status, subjected to the environmental testing procedures described in NEMA TS 4-2016, Section 2, to the environmental testing procedures described in NEMA TS 4-2016, Section 2. 995-15.7 Warranty, system must be automatically tested once each day and is able to be tested on command from remote, testing and binning according to the International Commission on Illumination (CIE) 127-1997
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9951400-723origind.pdf?sfvrsn=84708418_14300201.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_1