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SS9160000
Control test result outside the specification limits will require immediate sampling and testing, shall be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2, specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results, and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractor’s transport tank, minimum 97.5% Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests on Emulsion
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locations within the test section. a. All five QC tests and a Department Verification test must meet, in compaction effort or soil classification, failing QC test or when the QC tests cannot, Verification sampling and tests at a minimum frequency listed in Table 120-3 below. Table 120-3 Test, the Resolution testing. The material will be sampled and tested in accordance with AASHTO T 88, T, . Notify the Engineer and obtain approval in writing prior to beginning construction of a test section
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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4550400.pdf?sfvrsn=c32218c3_0SS4550400.IMP
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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, site condition surveys, engineering studies, construction inspections, materials testing, quality, engineering experience attained and have provided expert witness testimony in courts with respect, and expert testimony. Successfully completed several projects / assignments. Since 1979, participated, and construction claims analysis and expert testimony in domestic USA and Internationally. Member, affect project cost and schedule. Managed the materials testing contract for this 3.2 million square
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in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department
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in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department
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, as appropriate. Table 929-1 Concrete/Mortar Testing Requirements Test Description Standard Test Method Test, reported after 6 and 12 months of testing.Upon completion of the 6- month concrete and mortar testing, activity tests shall meet the requirements of ASTM C989. Sampling and testing procedures shall follow, of all testing listed under Test Methods section of ASTM C989. 4. Indicate the amount of any, the referenced test methods and frequencies. 929-87.1.2 Acceptance Testing of Silica Fume: Acceptance
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tested per AASHTO T 277. Submit 2, 4-inch [102 mm] diameter by 8 inch [203 mm] length cylindrical test, of the concrete will be taken as the average of two tests, one test per cylinder. 346-3.2 Drilled, such tests. Perform slump loss testing of the drilled shaft mix using a laboratory acceptable, an additional three tests until the test results are within the allowable range. The Contractor may, on a frequency of not less than one test every four weeks. As an exception to the aforementioned testing
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of the load test data which represents the designated area. Do not begin static load testing, to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, installing end-bent piling/shafts, except when: 1. driving specified test piling in end bents or, 2, and the following substituted: 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
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psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Would add the following statement after section 346- and verifying test results, strength from tests on a minimum of two test cylinders, tested [ add **per time**] in accordance, tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C, of waiting (say 14 days) or hiring a test lab to make and break compressive strength cylinders
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. All testing shall be complete by July 1, 2023. Table 974-2 Property Documentation Test Value Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report or Independent Laboratory Test, . Initial Friction Resistance [FM 5-622 Part A] Department Testing Reports Dynamic Friction Tester, to persons or property. National Transportation Product Evaluation Program (NTPEP) Test Report or Independent Laboratory Testing must be conducted using the Project Work Plan for NTPEP Laboratory
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are required, spread the material uniformly over the area to be stabilized. 160-3.2.1 Sampling and Testing, by the Engineer in accordance with FM 1-T 267 and test at the minimum frequency listed in the table below before mixing. The Engineer will reject the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table
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are required, spread the material uniformly over the area to be stabilized. 160-3.2.1 Sampling and Testing, by the Engineer in accordance with FM 1-T 267 and test at the minimum frequency listed in the table below before mixing. The Engineer will reject the material for failing QC test results. The Engineer will sample for Verification and Resolution testing at the minimum frequency listed in the table below. The Engineer will perform Verification tests at the minimum frequency listed in the table
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asphalt product requires testing by FM 1-T 283 and the test results indicate it is not required, for specification compliance and appropriate action taken. The QC testing and location where the test will be done, to Department projects, samples shall be obtained by the supplier and tested for QC testing in accordance, testing of the following as applicable by these specifications. SUPERPAVE PG ASPHALT BINDER Test, . TheDepartment may sample and test pre-tested cut-back asphalt from the supplier’s storage tank
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by resolution testing when the verification strength test results are determined to be more accurate than, permeability or surface resistivity tests on the core samples or test cylinders. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, consecutive Department acceptance tests, which met all plastic and hardened concrete test, cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take
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. EMULSION PRIME (RS TYPE) Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol, (a) Conditions Minimum/Maximum Tests on Emulsion: Sieve Test (b) maximum 0.1% Residue, . maximum 3% by volume (b) Particle charge positive Tests on Residue From Distillation Test, Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77°F 20 – 500 seconds, 0.30% Tests on Residue From Distillation Test: (a) Penetration (0.1 mm) 77°F, 100 g, 5 seconds
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. Perform rapid chloride permeability or surface resistivity tests on the core samples or test, at 28 days, when 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, by the Engineer for verification testing. When the Engineer’s verification test results do not compare, Acceptance Sampling and Testing. 346-9.1 G e neral: Perform plastic properties tests in accordance
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samples or test cylinders. Submit the results of the laboratory trial batch tests and field, cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, performing such tests. Perform slump loss testing of the drilled shaft mix using a laboratory, tests: (1)Preparethemix for the slump loss test at a temperature consistent with the highest, for QC tests as the Department uses for Verification testing. When using pressure type meters, use
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