8978 search results for test
dce0800
specific gravity (Rice) Tests for verification in order to determine the acceptability of the Contractor = s test results. In some Districts, the District Materials Labs conduct the tests, but as multiple Superpave projects are often underway simultaneously, it has made timely verification tests, SUBJECT: ASPHALT PLANT TECHNICIANS PERFORM THE MAXIMUM SPECIFIC GRAVITY (Rice) TEST The maximum, the training for performing the Rice test by May 31, 2000. After this date, the acceptance technicians
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2000/dce0800.pdf?sfvrsn=dad168ed_03340000.resp
and test the mixture as described in 334-5.1.1." Change made. 2. 334-5.1.2 Requires density testing, and Testing. A detailed list of equipment and supplies required for each test is included in the appropriate FDOT, AASHTO, or ASTM Test Method. In the event testing equipment goes out of service during, , reduced to the appropriate testing size, and conditioned and tested as described in 334-5.1.1, , & 334-5.7.1 state that asphalt samples may be reheated using a microwave oven prior to testing. Current
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3340000-resp.pdf?sfvrsn=5de67b63_4334LAP.comm
testing. Test lab can either be hired by the owner or the contractor and they can sign and seal, frequency – consider testing every 1000-1500 lineal feet of mainline paving with a minimum of 3 tests, to eliminate QC testing but does not speak to the requirements of 327, 330, and 337. Perhaps this spec should, straightedge exceptions, why are we giving the option of testing something that would not normally get tested. 334-5.10.4 this may be a good opportunity to let the contractor determine how much to R&R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/334lap.comm.pdf?sfvrsn=62f289bb_0SSM5705000redln
and tested at any time as determined by the Engineer. Select fertilizer to be used and determine the amount of fertilizer to apply based on soil test reports. Soil testing shall be performed by the {INSERT: Department / Contractor}. Apply fertilizer at the rate shown in the soil test reports, . No separate payment will be made for soil sampling or testing. 570-50.5 Basis of Payment. Price
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/review-package/ssm5705000redln.pdf?sfvrsn=91011206_24130302-722comm
below. We still need to discuss the Contractors doing Friction Testing. No concerns, just a question, I, not sold on us doing the friction test? Also this spec is very prescriptive using products that they tested and being inspected by CEI’s if we put down the way they tell us to should be responsible if the friction test does not pass? Response: Thank you for looking over the currently proposed, in greater detail for the next revision cycle. I’m primarily involved with the laboratory testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/4130302-722comm.pdf?sfvrsn=95b172e_2SP4570000
. 457-2.6.2 Testing: No test report for tests made more than two years prior to shipment, of this Section and conform in all respects to the materials tested. Attach copies of current test reports, three 4 inch by 8 inch cylinders for compressive strength testing at the required test date, : When required, furnish special fillers in accordance with the Contract Documents. Provide test, yard of filler. Total amount of chloride will be tested at a random basis as directed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp4570000.pdf?sfvrsn=cc2ca42d_4SP4570000
are specified. 457-2.6.2 Testing: No test report for tests made more than two years prior to shipment, mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test, of this Section and conform in all respects to the materials tested. Attach copies of current test, . Provide test results and documentation that demonstrate the material meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp4570000.pdf?sfvrsn=bd2325cb_0SP4570000
are specified. 457-2.6.2 Testing: No test report for tests made more than two years prior to shipment, mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test, of this Section and conform in all respects to the materials tested. Attach copies of current test, . Provide test results and documentation that demonstrate the material meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp4570000.pdf?sfvrsn=49dbe5e2_0Section92V2-redln122
Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each, and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI, : Concrete Production Facilities Guide 9-2-2 Florida Department of Transportation Sampling and Testing, criteria. Perform materials sampling and testing in accordance with the FDOT Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section92v2-redln122.pdf?sfvrsn=dca331e0_11620500.impl
after completion of construction operations, sample and test the prepared soil layer at a testing, . The Engineer reserves the right to take and test additional samples to determine specification compliance. For failing samples, take and test additional samples, as directed by the Engineer, to delineate, additional testing of retreated areas, at locations directed by the Engineer, to determine specification compliance. Submit all test results to the Engineer. 162-5.1 Finish Soil Layer: Test sampled
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/1620500.impl.pdf?sfvrsn=a77a5caf_01620500.impl
. Immediately after completion of construction operations, sample and test the prepared soil layer at a testing, . The Engineer reserves the right to take and test additional samples to determine specification compliance. For failing samples, take and test additional samples, as directed by the Engineer, . Perform additional testing of retreated areas, at locations directed by the Engineer, to determine specification compliance. Provide copies of all test results to the Engineer. 162-5.1 Finish Soil Layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/1620500.impl.pdf?sfvrsn=bf3b7a74_04500401.impl
450 PRECASTPRESTRESSEDCONCRETECONSTRUCTION–MATERIALS ACCEPTANCE AND TESTING – CONCRETE. (REV4-24-07)(FA6-28-07)(1-08) SUBARTICLE450-4.1(Pages448and449)isdeletedandthefollowingsubstituted: 450-4.1Concrete:Perform the QC sampling and testing of concrete in accordance with the requirements of Section 346
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/4500401.impl.pdf?sfvrsn=e2b181ff_03300000.D01.fhwa
Malerk to add wording to include maximum specific gravity testing for RAP materials, to add wording, and Testing and post in the asphalt lab where they can be seen. Provide the following charts, the proper conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt, production exceeds 1,000 tons, perform these tests a minimum of two times per day. Quality Control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3300000.d01.fhwa.pdf?sfvrsn=59cfee5c_0Section92V2-725cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, before performing such tests. Perform slump/slump flow loss testing of the drilled shaft mix using, . For initial design changes, provide uniformity test data, based on ASTM C94 testing. The metal, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section92v2-725cln.pdf?sfvrsn=95977678_1Section92V2-726redln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, at least 48 hours before performing such tests. Perform slump/slump flow loss testing, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/redline/section92v2-726redln.pdf?sfvrsn=976ee50_1Section92V2-723cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test batch, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section92v2-723cln4dada567-1b85-4c9e-a802-6f02bb50f47e.pdf?sfvrsn=ccbc0d43_1Section92V2-723cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test batch, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, such tests. Perform slump/slump flow loss testing of the drilled shaft mix using qualified personnel, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section92v2-723cln.pdf?sfvrsn=23f539be_2Section92V2-724cln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each mixer, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply, 346 and this guide will be accepted based on the proper certification, QC testing and verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section92v2-724clnaede6fc2-255d-477f-8e3e-081b29cb864d.pdf?sfvrsn=4154e834_1Section92V2-726redln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, at least 48 hours before performing such tests. Perform slump/slump flow loss testing, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section92v2-726redln.pdf?sfvrsn=3ccfd91f_19750000.ind
. 975-2.2.1 Random Laboratory Verification Testing: Prepare and coat 12twelve flat test panels, Performance Requirements Laboratory Testing Property Test Method RequirementAcceptance Criteria Slip, , 1 inch cylindrical mandrel No cracking Outdoor Testing Property Test Method, the laboratory tests. Apply the finish coating to each test panel at a rate of 50 square feet per, Testing Property Test Method RequirementAcceptance Criteria Resistance to Wind Driven Rain ASTM D6904
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9750000-ind.pdf?sfvrsn=e469f6ec_2