9204 search results for test
LAP344-725
of concrete is less than or equal to 6.0%. (11) For Class I (Pavement), air content testing, and Testing: Perform concrete sampling and testing in accordance with the following methods: Table 344-2 Concrete Sampling and Testing Methods Description Method Slump of Hydraulic Cement Concrete ASTM, of Freshly Mixed Concrete by the Volumetric Method ASTM C173 Making and Curing Test Specimens in the Field ASTM C31 Compressive Strength of Cylindrical Concrete Specimens ASTM C39 Obtaining and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/lap/lap344-725.pdf?sfvrsn=894629b2_2LAP344-726
than or equal to 6.0%. (11) For Class I (Pavement), air content testing is not required. 344-3.3, placement may be accepted using a pre-bagged mixture. 344-3.9 Sampling and Testing: Perform concrete sampling and testing in accordance with the following methods: Table 344-2 Concrete Sampling and Testing Methods Description Method Slump of Hydraulic Cement Concrete ASTM C143 Air Content, by the Volumetric Method ASTM C173 Making and Curing Test Specimens in the Field ASTM C31 Compressive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/lap/lap344-726.pdf?sfvrsn=b95ef228_1CR-8B Concrete Materials (16-17)
Quality Assessment Category Number 8B Concrete Materials STATEWIDE CRITICAL REQUIREMENTS - FISCAL YEAR 2016/2017 Quality Assessment Category Number 8B Concrete M a t e r i a l s 1 . Does the CEI staff confirm that the following requirements are adhered to for structural concrete: If slump is outside tolerance, the load shall be rejected; concreteplacementmayproceedfortheQCtruckandthenexttruckwhileconcrete properties tests are being performed and concrete is in its final position
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-8b-concrete-materials-(16-17).pdf?sfvrsn=4a9f0e9c_0CR-06
STATEWIDE CRITICAL REQUIREMENT LIST – FISCAL YEAR 2014/2015 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the density record system verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI staff enforcing the requirement that cracks or checks appearing in the base before or after priming
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1415/cr-06.pdf?sfvrsn=2348238f_0CR-06
STATEWIDE CRITICAL REQUIREMENT LIST – FISCAL YEAR 2013/2014 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the density record system verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI staff enforcing the requirement that cracks or checks appearing in the base before or after priming
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1314/cr-06.pdf?sfvrsn=93840fb1_0CR-06
STATEWIDE CRITICAL REQUIREMENT LIST – FISCAL YEAR 2015/2016 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the Earthwork Record System verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI staff enforcing the requirement that cracks or checks appearing in the base before or after priming
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1516/cr-06.pdf?sfvrsn=b13abc57_06110202.resp
completion of all field tests in accordance with 611-4, a Warranty/Maintenance period for the repair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/6110202.resp.pdf?sfvrsn=52de9059_06110202.fhwa
with 5-11, only after satisfactory completion of all field tests of completed installations, completion of all field tests in accordance with 611-4, and as a condition precedent to final, of all field tests of completed installations in accordance with the requirements of 611-4, of all field tests in accordance with 611-4, repair or replace any defective components or work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/6110202.fhwae7a4d552c1144df2ad57d701aada3343.pdf?sfvrsn=29e5032_07830400.resp
tests good on the reel and following installation, then it remains good until something occurs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7830400.resp.pdf?sfvrsn=21096d7a_04460301.impl
, either from Department acceptance tests or independently verifiable commercial mixes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460301.impl.pdf?sfvrsn=46bf078f_09621000.impl
actual values from required tests. Check the Certified Mill Analysis against the appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9621000.impl.pdf?sfvrsn=509ac01a_06110202.FHWA
with 5-11, only after satisfactory completion of all field tests of completed installations, completion of all field tests in accordance with 611-4, and as a condition precedent to final, of all field tests of completed installations in accordance with the requirements of 611-4, of all field tests in accordance with 611-4, repair or replace any defective components or work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/6110202.fhwa.pdf?sfvrsn=26e5dac5_09700000-122resp
not discourage innovation as the Department tests innovative products on a regular basis. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9700000-122resp.pdf?sfvrsn=956ade15_2D2830004.do
special equipment which will provide the density requirements specified herein. 283-4.4 Density Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2830004.do.pdf?sfvrsn=1773ea9c_0D2830004.do
special equipment which will provide the density requirements specified herein. 283-4.4 Density Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2830004.do665c95f522bd4b188820f924dd088f3e.pdf?sfvrsn=20a38b16_02880302.impl
data, either from Department acceptance tests or independently verifiable commercial mixes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/2880302.impl.pdf?sfvrsn=d4271371_04551508.comm
4551508 STRUCTURES FOUNDATIONS. COMMENTS FROM INTERNAL/INDUSTRY REVIEW Art Berger/Calvin Johnson 850-414-5287 Calvin.johnson@dot.state.fl.us Comment: (12-4-13) The highlighted “or” is not needed. requirements, outlined in the tables in 455-15.8.1, except as follows: TheEngineer will not require tests for pH, or viscosity, or require the fluid to meet the minimum density specified in 455-15.8.1 when slurry has not been introduced into the shaft excavation. When u s i n g p o l y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4551508.comm.pdf?sfvrsn=bc4847dc_06110202.impl
611 ACCEPTANCEPROCEDURESFORTRAFFICCONTROLSIGNALSAND DEVICES. (REV5-14-13)(FA8-7-13)(1-14) ARTICLE611-2.2(Page773)isdeletedandthe following substituted: 611-2.2 Final Acceptance: The Engineer will make inspection for final acceptance of traffic control signal and device installations as part of all work under the Contract in accordance with 5-11, only after satisfactory completion of all field tests of completed installations and on the basis of a comprehensive final field inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6110202.impl.pdf?sfvrsn=3ec38929_09020600.impl
. The aggregate must be suitable for designated use, as determined by laboratory tests. If the deposit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9020600.impl.pdf?sfvrsn=661c277a_07010000.comm
Discussion—This test condition typically exists (1) after a rainfall has ended and the pavement markings, obtained with this test in conditions of wetness does not necessarily relate to how markings perform, of continuously wetting the marking during measurement with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance with the most extreme condition, or by using one mile sections as referenced by FM 5-541(12-08) Part A- Project based Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7010000.comm.pdf?sfvrsn=c83bbbd5_0