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9340000IMP
and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: Making and Curing Concrete Test Specimens in the Laboratory, ................................................... ASTM C 940 934-4 Requirements. When tested as provided in 934- 3, the grout shall meet the following requirements: Property Test Value Compressive, Products List (QPL). Materials included on the QPL require no additional testing. Materials remaining
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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_41620500.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_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/2013/january-2013/workbook/sp4570000.pdf?sfvrsn=bd2325cb_0SP4570000
. 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/2014/january-2014/workbook/sp4570000.pdf?sfvrsn=49dbe5e2_0334LAP.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_29750000origind
Random Laboratory Verification Testing: Prepare and coat 12twelve flat test panels for random laboratory verification testing. 975-2.2.2 Outdoor Exposure Testing: Prepare and coat 8eight test, Requirements Laboratory Testing Property Test Method RequirementAcceptance Criteria Slip Coefficient, cylindrical mandrel No cracking Outdoor Testing Property Test Method RequirementAcceptance, the laboratory tests. Apply the finish coating to each test panel at a rate of 50 square feet per gallon, plus
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9750000origind.pdf?sfvrsn=dba36909_29750000.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_29750000.origind
Random Laboratory Verification Testing: Prepare and coat 12twelve flat test panels for random laboratory verification testing. 975-2.2.2 Outdoor Exposure Testing: Prepare and coat 8eight test, Requirements Laboratory Testing Property Test Method RequirementAcceptance Criteria Slip Coefficient, cylindrical mandrel No cracking Outdoor Testing Property Test Method RequirementAcceptance, the laboratory tests. Apply the finish coating to each test panel at a rate of 50 square feet per gallon, plus
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9750000-origind.pdf?sfvrsn=7f40d327_27800000FHWA
both lines. Protect all power, video, and data lines. 780-5 Testing. Perform the required tests, and approval prior to commencement of testing. Ensure that the test plan demonstrates each and every, , and supplies necessary for conducting the tests. Include in the test documentation the last, lines. 780-5 Testing. Perform the required tests for the ITS equipment installed. Notify the Engineer, . ProvidethetestplantotheEngineeratleast14daysinadvanceforreviewand approvalpriortocommencement of testing. Ensure that the test plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7800000fhwa.pdf?sfvrsn=9e0a333b_01200000.impl
to investigate the borrow area. The Engineer will determine test locations, collect samples, and perform tests, LOT. Perform five QC tests at random locations within the test section. All five QC tests, in compaction effort or soil classification, failing QC test or when the QC tests cannot be verified, of the initial control section. Perform all QC tests required in 120-10.1.4. When the initial QC test results, in accordance with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1200000.impl.pdf?sfvrsn=3fc7662b_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_02000502-724origind
two sets of QC density tests per source five QC density tests at random locations within the test, thickness. All QC tests and a Department Verification test must meet the density required by 200-7.2.1, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert to the original, . If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/2000502-724origindaa9c4a5a-1f11-4631-bfb5-e82799a16fdb.pdf?sfvrsn=858a3f3c_12000502-724origind
two sets of QC density tests per source five QC density tests at random locations within the test, thickness. All QC tests and a Department Verification test must meet the density required by 200-7.2.1, the Engineer in writing prior to starting reduced frequency of testing. If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert to the original, . If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/2000502-724origind.pdf?sfvrsn=28394e6e_1SP4550100DTwTP
% Dynamic Testing of Pile Foundations WITH Test Piles. the shaft to be tested. Locate the reference beam, SP4550100DTwTP Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles, with 100% Dynamic Testing of Pile Foundations WITH Test Piles. The Department will make, Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/sp4550100dtwtp.pdf?sfvrsn=29174fb6_0SP4550100DTwTP
% Dynamic Testing of Pile Foundations WITH Test Piles. the shaft to be tested. Locate the reference beam, SP4550100DTwTP Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles, with 100% Dynamic Testing of Pile Foundations WITH Test Piles. The Department will make, Projects with 100% Dynamic Testing of Pile Foundations WITH Test Piles. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp4550100dtwtp.pdf?sfvrsn=174a5b37_0