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SS1600000
will collect the remaining Verification split samples for testing. Verification Test results, compliance with the bearing value requirements by testing in accordance with FM 5-515. Take, additional tests for bearing value after the mixing of materials for the Stabilized Subbase. Compact, on tests performed on samples obtained after completing mixing operations: Specified Bearing Value, Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss1600000.pdf?sfvrsn=56420ac5_0SS1600000
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
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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
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the epoxy mortar and cured for three days prior to testing. The cubes shall be tested in direct, . Property TestValue TestMethod Compressive Strength Cubes 7 day Cure @ 77°F (25°C) > 10,000 psi (68.9, with the specific directions of the manufacturer. 926-3.2 Performance Tests: (a) For Epoxy Bonding Compounds: The performance test, upon which the acceptance of epoxy bonding compounds is based, is described below. Test specimens shall be cured at a temperature of 73 ± 3°F [23 ± 2°C]. The epoxy compounds shall
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by the following standard ASTM test methods. Property TestValue TestMethod Compressive Strength Cubes, . The cubes shall be tested in direct compression. The average compressive strength of the three test, in field tests. If, during a one year period, more than 2% of the markers in a test site are displaced, applied in accordance with the specific directions of the manufacturer. 926-3.2 Performance Tests: (a) For Epoxy Bonding Compounds: The performance test, upon which the acceptance of epoxy bonding
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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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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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Testing and Stressing. 451-7.1 General: Test each prestressed soil anchor. The Engineer, discretion, may increase or decrease the number of tests. . Perform creep testing and performance, for each test. Submit the test results to the Engineer on a weekly basis within one week of testing, prior to testing. For the maximum test load, do not exceed 90% of the minimum yield strength, to resuming testing. Perform additional performance tests, at no expense to the Department
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and accepted in accordance with the Contract Documents. Dynamic load tests may be applied to test piles, system. ThepriceforDynamic Load Tests will include all costs related to dynamic testing, . This compensation for driving of splice, however, will not be allowed for test piles that are spliced, , furnished, and properly installed. 455-11.4TestPiles:The quantity to be paid for of test piles of various types, will be the length, in feet, of Test Piling furnished, driven and accepted, according
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and accepted in accordance with the Contract Documents. Dynamic load tests may be applied to test piles, system. ThepriceforDynamic Load Tests will include all costs related to dynamic testing, Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete) - per foot. Item No. 455-144, . This compensation for driving of splice, however, will not be allowed for test piles that are spliced, , furnished, and properly installed. 455-11.4TestPiles:The quantity to be paid for of test piles
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and accepted in accordance with the Contract Documents. Dynamic load tests may be applied to test piles, system. ThepriceforDynamic Load Tests will include all costs related to dynamic testing, Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete) - per foot. Item No. 455-144, . This compensation for driving of splice, however, will not be allowed for test piles that are spliced, , furnished, and properly installed. 455-11.4TestPiles:The quantity to be paid for of test piles
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Qualification Program. TestingLaboratories participating in the Department’s Acceptance Program, Department qualification when testing materials that are used on Department projects. In addition, the Department’s qualification prior to beginning testing. The Department may inspect the laboratory, the qualification requirements at all times. Testing without Department’s qualification may result in a rejection of the test results. Continued qualifications are subject to satisfactory results from
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, Arbitration Panels, performed Claim Preparation and Support, CPM Analysis and testified as an Expert, and Analysis and testified as an Expert Witness. He has Consulted on Claim Prevention, Project and Company
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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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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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three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design, time. Inform the Engineer at least 48 hours before performing such tests. Perform slump loss testing, samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests, component material. Ensurethechloride test results from the testing lab are submitted to the concrete, producer for each mix design to be tested. Record and certify test results for correction factors
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MVDS Test Site 30277650 -81617750 SS105_I95_MM14 EIS radar I-10 Strip 30478170 -84084090 RTMS-IVV EIS, Ledstar_Walkin NtcipVersion2NoP mppProtocol Skyline TERL 30460005 -84333005 TERL-TEST NtcipVersion1NoP, Test Area 30406200 -84315000 TERL-CMS01-27S NtcipVersion1Prot ocol IDI Mile Marker 199 30489767, PROTOCOL North 30508025 -84412000 TestTest DR2000 DR2000 WEST 121231 -121121 HAR04 DR2000 DR2000 yest, -84412000 HAR_Test DR2000 DR2000 asdf 11111111 11111111 uniquehar DR2000 DR2000 1234 11111111
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tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from, the Engineer at least 48 hours before performing such tests. Perform slump loss testing of the drilled, sample for compressive strength tests. Record the ambient air temperature during the test. Ensure, of other core samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days
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