9204 search results for test
0050058Both
by the Engineer, summarize the daily quality control program activities including testing and material sampling, otherwise required in the respective sections of the Specifications. Ensure that the QC test data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/0050058both.pdf?sfvrsn=529643f_05630000.impl
...........................................................ASTM D 4261 or Surface Cleaning Concrete for Coating.........ASTM D 4258 Testing pH, coating, conduct a test patch in accordance with 560-15. 563-2.4 Base Coat: Apply the base coat
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/5630000.impl.pdf?sfvrsn=dfcc8dc2_00050058fhwa
including testing and material sampling activities. Make copies of the completed forms available, of the Specifications. Ensure that the QC test data is entered into the Department’s database on a daily basis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/0050058fhwa.pdf?sfvrsn=5dfa9b34_05220400-724origind
areas 2 feet or greater, take densities on the last (upper) 2 feet of fill height. Meet the testing frequency and maximum lift thickness requirements of Section 120. Record density test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/5220400-724origind.pdf?sfvrsn=cc07d03a_14550701.resp
typically required in DB projects on load test shafts and it is not a mandatory requirement, the onset of hydration, add the retardation time to the testing times indicated.” Class IV (Drilled Shaft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/4550701.resp.pdf?sfvrsn=995ad185_03460902.origind
Frequency: As a minimum, sample and test concrete of each design mix for water to cementitious materials, on a random number generator. The Department may perform Independent Verification testing to verify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/3460902.origind.pdf?sfvrsn=a14fa4cd_23270301.resp
states ‘The Department will test all RPMs in accordance with FM 5-566.’ This is not true and we use, A or B, we use NTPEP testing and results. The spec should be updated to reflect that language. I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/3270301.resp.pdf?sfvrsn=3fd25205_07060000.resp
. Section 970-1 states ‘The Department will test all RPMs in accordance with FM 5-566, not use FM 5-566 for Class A or B, we use NTPEP testing and results. The spec should be updated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/7060000.resp.pdf?sfvrsn=b4a0a04e_04550103DB.resp
karen.byram@dot.state.fl.us Comments: (10-19-15) 455-2.4(2): The specification needs to define ‘reputable testing, dowel splices on a job with Pre-planned splices, what is going to require them to allow us to test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/4550103db.resp.pdf?sfvrsn=a818d7f7_04550103.resp
): The specification needs to define ‘reputable testing laboratory’. I suggest replacing ‘reputable, to allow us to test? Doesn’t the text in red above deal just with unexpected pile extensions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/4550103.resp.pdf?sfvrsn=55930d7b_09951400-723resp
- 46085C. The main advantage of MIL-I-46058C is that it requires independent testing by a MIL approved laboratory. For IPC-CC-830, there is no requirement to use an independent test laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9951400-723resp.pdf?sfvrsn=8f070290_19710303.impl2
meet the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5, in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per LOT using, meet the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5, traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT, the following criteria: Property Test M e t h o d M i n i mum M a x i mum Adhesion to Concrete ASTM D 4541
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9710303.impl2.pdf?sfvrsn=c40e1c9a_09670200.fhwa
will be required. Asanexceptiontotherequirements of AASHTO M 180, the coating properties, sampling, test, . Acceptanceofsteelguardrailmaterials shall be based on manufacturer’s certified mill analysis of test results, of these test values, representing each shipment of guardrail materials, shall be provided, . Asanexceptiontotherequirements of AASHTO M 180, the coating properties, sampling, test methods, inspection, be based on manufacturer’s certified mill analysis of test results meeting the specification limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9670200.fhwa65d21b2c12e244dd915c220ee74c591b.pdf?sfvrsn=8b6203ed_09710303.FHWA
criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb/gal - Viscosity, the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 0.37 lb/gal N, the following criteria: 9710303 All Jobs Property Test Method Minimum Maximum Adhesion, : 971-3.3 Physical Requirements: The material shall meet the following criteria: Property Test Method, : 971-4.3 Physical Requirements: The material shall meet the following criteria: Property Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9710303.fhwa.pdf?sfvrsn=1e7c5677_04551202.origind
Specification Title: Prestressed Concrete Piling, Steel Piling, Test Piles Specification Section, : 455-12.4 Test Piles: Price and payment will be full compensation for all incidentals necessary, of the test piles will be included in the price bid per foot of Test Pile, including driving and all other related costs. Payment will be made in two increments: 70% of the unit price for Test Piles for each foot fabricated and accepted as stockpiled materials, and 30% of the unit price for Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4551202.origind.pdf?sfvrsn=5fe75398_09670001
provides additional requirements for the coating properties, sampling, test methods, inspection, to all manufacturing processes. As a verification test of the material, the State Materials Office, method, at the test deck on Tea Table Key during March 2001. The installation was designed, . Asanexceptiontothe requirements of AASHTO M 180, the coating properties, sampling, test methods, inspection, of test results meeting the specification limits of the ASTM or AASHTO designation as stated above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9670001.pdf?sfvrsn=fd6263ca_04551202.fhwa
work not listed above necessary to ensure required penetration and attain required bearing of the test piles will be included in the price bid per foot of Test Pile, including driving and all other related costs. Payment will be made in two increments: 70% of the unit price for Test Piles for each foot fabricated and accepted as stockpiled materials, and 30% of the unit price for Test Piles, bearing of the test piles will be included in the price bid per foot of Test Pile, including
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4551202.fhwaae8bda929c7442a0b88bd0d856ded125.pdf?sfvrsn=86751e85_09670200.FHWA
will be required. Asanexceptiontotherequirements of AASHTO M 180, the coating properties, sampling, test, . Acceptanceofsteelguardrailmaterials shall be based on manufacturer’s certified mill analysis of test results, of these test values, representing each shipment of guardrail materials, shall be provided, . Asanexceptiontotherequirements of AASHTO M 180, the coating properties, sampling, test methods, inspection, be based on manufacturer’s certified mill analysis of test results meeting the specification limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9670200.fhwa.pdf?sfvrsn=5f6cd96c_04551202.FHWA
work not listed above necessary to ensure required penetration and attain required bearing of the test piles will be included in the price bid per foot of Test Pile, including driving and all other related costs. Payment will be made in two increments: 70% of the unit price for Test Piles for each foot fabricated and accepted as stockpiled materials, and 30% of the unit price for Test Piles, bearing of the test piles will be included in the price bid per foot of Test Pile, including
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4551202.fhwa.pdf?sfvrsn=3b056988_09620900FHWA
, Tensile, CVN Test Processing Methods R & Q not allowedN/A A500 B, C Round Structural Composition, Yield, Tensile, Elongation UT Seam Weld, (per API 5L) CVN Test per 962-2 Overhead Sign Chords API 5L X42N, X42M, X52N, X52M PSL2 Killed, Fine Grain, Tensile, CVN Test Processing, Upright API 5L X42N, X42M, X52N, X52M PSL2 Killed, Fine Grain, Tensile, CVN Test Processing, UT Seam Weld, (per API 5L) CVN Test per 962-2 Overhead Sign Chord API 5L X42N, X42M, X52N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9620900fhwa.pdf?sfvrsn=1bdb595e_1