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1600000.impl
will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, and tested in accordance with FM 1-T 180, Method D. TheEngineer will compare the Resolution Test results, the remaining Verification split samples for testing. Verification Test results will be used, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1600000.impl.pdf?sfvrsn=57c88018_09430000.origind
. Testthepipejointshydrostaticallyatthespecifiedpressureusingtestmethods in ASTM D3212 with the exceptions of Sections 7.3 and 7.4. In lieu of Section, testing methodology of ASTM D2412. Load the deflected pipe to within 1/2 the actual pipe diameter, . Ensure that the loading mechanism does not contact the hugger band or associated hardware. Testing, on the manufacturer’s certified mill tests. 943-8 Underdrain Pipe. Corrugatedmetal pipe
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5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, substituted: 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled shaft, performing such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting, strength test results into the Department’s sample tracking database within 24 hours, the QC testing, and provide the Verification testing laboratory the compressive strength test results. Ensure
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must be judged acceptable prior to beach testing. Laboratory Performance and Tests Property Test, andProduct Testing and Certification of Tests. 975-3.1 G e neral: Field samples will be obtained, and Corrosion Tests Property Test M e t h o d L i mits Abrasion Resistance ASTMD968,3000litersofsand, and Corrosion Tests Property Test M e t h o d L i mits 1 For materials that are identified for corrosion, Additional Laboratory Performance and Tests Property Test M e t h o d Limits
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testing before mix design approval. Take the resistivity test specimens from the concrete, at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft mix, for verification testing. When the Engineer’s verification test results do not compare with the QC plastic, strength test results into the Department’s sample tracking database within 24 hours. When the QC testing, : 346-9.2SamplingFrequencyforQualityControl Tests: Asaminimum, sample and test concrete of each design mix for water to cementitious
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at the crosswalk location. The test installation will be tested in accordance with FM 5-592., and installation. 2. Manufacturer’s Laboratory test data from an independent laboratory verifying the material meets the requirements of this Section. 3. Test data from an independent source, specifications and procedures has been tested in accordance with either the ASTM E-274, Skid Resistance, the Dynamic Friction Tester, at a speed of 40 mph (DFT40), and has a minimum DFT40 value of 40. 523-2.2
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at the crosswalk location. The test installation will be tested in accordance with FM 5-592., and installation. 2. Manufacturer’s Laboratory test data from an independent laboratory verifying the material meets the requirements of this Section. 3. Test data from an independent source, specifications and procedures has been tested in accordance with either the ASTM E-274, Skid Resistance, the Dynamic Friction Tester, at a speed of 40 mph (DFT40), and has a minimum DFT40 value of 40. 523-2.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5230200.pdf?sfvrsn=7915fd49_04510701.origind
% of the factored design load to the prestressed soil anchor prior to testing. For the maximum test load, do, testing. Perform additional performance tests, at no expense to the Department, on the first two, to clarify the language relating to performance and creep testing. Please share this proposal, is deleted and the following substituted: 451-7.1 General: Test each prestressed soil anchor. Perform performance tests as follows:The Engineer will select the prestressed soil anchors
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Frequency for Quality Control Tests: Sample and test concrete of each design mix for temperature and compressive strength tests once per LOT. A LOT is defined as the concrete placement of 2,000, will be combined with the previous LOT for testing and acceptance purposes. 350-9.2.1 Reduced Frequency for Quality Control Tests Reduced frequency for testing may be requested in accordance with Section, sample can be taken from each LOT. Test data must be from sample(s) tested by a laboratory meeting
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section of the length of one LOT. Perform five QC tests at random locations within the test, . In case of a change in compaction effort or soil classification, failing QC test or when the QC tests, . Perform all QC tests required in 120-10.1.4. When the initial Quality Control test results pass, with the specified test method listed in 120-10.2. 120-10.1.4.2 Density Testing Requirements: Ensure compliance, . Perform these tests at a minimum frequency of one test per LOT. Determine test locations
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be 170ºF. ASPHALT EMULSION PRIME (AEP) Test Conditions Minimum/Maximum Tests on Emulsion, EMULSION GRADE RS-1h Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Viscosity, maximum 3% by volume (b) Tests on Residue From Distillation Test: Penetration (0.1 mm) 77ºF, 100, . TRACKLESS NON-TRACKING TACKS CRS-1h QCT TACK Test Conditions Minimum/Maximum Tests on Emulsion, . maximum 3% by volume (b) Particle charge positive Tests on Residue From Distillation Test
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and the following substituted: 932-2.6.1 Testing: Test bridge bearing pads in accordance with FM 5-598, tested. If the confirmverification sample test results are also noncompliant, the LOT shall, . SUBARTICLE 932-2.6.1 is deleted and the following substituted: 932-2.6.1 Testing: Test bridge, be rejected and the verification sample tested. If the verification sample test results are also, test results from the independent laboratory for all tests specified, properly identified by LOT
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feet of the failing verification test, I believe this is incidental to placing and testing, that Resolution laboratory tests may be deducted. There was no intent to include field testing. (3, bob_dion@urscorp.com Comment: Suggest you change the title of 120-10.1.7 from 'Deduction for Resolution Tests' to 'Resolution Tests'. It covers the handling or payment for favorable and unfavorable results. Response: The title will be changed to “Payment for Resolution Tests
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has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, and to submit signed, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, -bent piling/shafts, except when driving specified test piling in end bents or when the Plans show
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expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct, person with transportation to assist as required during load test setup and conducting of the load tests, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested, piling/shafts, except when driving specified test piling in end bents or when the Plans show uncased
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Testing: All chemical analysis or tests shall be performed in accordance with the test methods, without additional testing. The concrete producer shall provide test data of water samples from other, and Testing Frequency: Open bodies of water and well water shall be initially sampled once prior to use. Recycled and reclaimed water shall be tested once per week for four weeks initially, and thereafter once per month for four months prior to its use, provided that the results of the test samples comply
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Testing: All chemical analysis or tests shall be performed in accordance with the test methods, without additional testing. The concrete producer shall provide test data of water samples from other, and Testing Frequency: Open bodies of water and well water shall be initially sampled once prior to use. Recycled and reclaimed water shall be tested once per week for four weeks initially, and thereafter once per month for four months prior to its use, provided that the results of the test samples comply
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Testing: All chemical analysis or tests shall be performed in accordance with the test methods, without additional testing. The concrete producer shall provide test data of water samples from other, and Testing Frequency: Open bodies of water and well water shall be initially sampled once prior to use. Recycled and reclaimed water shall be tested once per week for four weeks initially, and thereafter once per month for four months prior to its use, provided that the results of the test samples comply
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the following criteria to develop the method of testing: a) Test samples must be fabricated and tested at a laboratory certified to perform ASTM C192 and ASTM A944 testing. b) Test samples, approval. Fabricate at least 3 samples per viscosity tested and 3 control test samples using water, testing on the test and control shafts. The shafts shall be uniform in diameter using the same, the properties tested (viscosity, density and pH). If clean water is used as a control fluid, no testing
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Reinforcement-Concrete Pull Out Tests The Supplier shall submit test results revealing the bond between, typical construction conditions. Use the following criteria to develop the method of testing: a) Test, A944 testing. b) Test samples are required over the range of viscosities of the slurry for which, . • Photographs documenting all steps of the testing procedures and apparatus. • Test results in a tabulated, shall perform non-destructive load testing on the test and control shafts. The shafts shall
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