9191 search results for test
2025 Process Turn Around Time
Average Time to Transport Sample (Days) Date sampled to Date Received Average Test Turn Around Time (Days) Date Received to Date Tested Allowed Report Turn Around Time (Days) Date Tested to Date Reported Average Sample Process Time (Days) Date Sampled to Date reported Material ID Test Methods Description 1 Day in all cases. (Spec 105) 120: Embankment 2 4 FM1-T 99 Standard Proctor 2 4, Concrete- Lab Test 2 28 ASTM C39 Compressive Strength 2 28 31 548: Retaining Wall 2 4 T99 - optional
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as defined in such references. 6-2.2 Test Methods: Methods of sampling and testing materials, the testing in accordance with the method specified in the Specification. When test methods or other, may inspect and test any material, 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, by Manufacturers: Submit certified manufacturer’s test results to the Engineer for qualification and use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/0060000.impl.pdf?sfvrsn=818d239a_0Redline-eBook-FY2023-24Comp
for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers Association AWS, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, . The official testing laboratory used by the Department. Major Item of Work. Any item of work having, with samples that may be subjected to the tests provided for in these Specifications to determine
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of detensioning should not exceed 5 calendar days. 2- Add a sentence regarding the use of the same test, strength cylinder test or other approved strength gain monitoring system. For all products in a casting line, use the same test method for determining their release strengths. Ensure, for detensioning strength tests in the same manner and location as the prestressed concrete products, a minimum of two compressive strength release test cylinders daily for each individual mix, or for each
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not exceed 5 calendar days. 2- Add asentence regarding the use of the same test method for release, calendar days after the verification of the release strength by compressive strength cylinder test, test method for determining their release strengths. Ensure that the detensioning time limit, tests in the same manner and location as the prestressed concrete products. Response, katie.bettman@dot.state.fl.us Comments: (6-16-11) “Make a minimum of two compressive strength release test
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is important to know if the existing soil will also percolate. The test holes will percolate if the new soil surrounding the test hole is permeable. If there is a clay layer under your new soil the median will fill up with water and drowned your plants. The test holes are needed in the existing, that thorough testing of imported material occurs – esp. in regard to soil PH levels. So, why import soil, : (12-14-16) Is the intent to have each test site pass the perk test? What is the cure for failed perk
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/1630000.comm.pdf?sfvrsn=659047e9_09750007.FHWA
Performance and Tests Property Test M e t h o d L i mits Impact Resistance ASTMD2794,30inch/lbsPass, be specifically intended for use over galvanized steel. Furnish product testing information according to AASHTO R-31, Section 8 and using galvanized KTA Flat test panels: the coating should not blister, soften or loosen bond at the end of the test period; there will be no primer creep, blistering or loss of adhesion relative to a scribed line applied prior to testing exceeding 0.05 inch at any point
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Performance and Tests Property Test M e t h o d L i mits Impact Resistance ASTMD2794,30inch/lbsPass, be specifically intended for use over galvanized steel. Furnish product testing information according to AASHTO R-31, Section 8 and using galvanized KTA Flat test panels: the coating should not blister, soften or loosen bond at the end of the test period; there will be no primer creep, blistering or loss of adhesion relative to a scribed line applied prior to testing exceeding 0.05 inch at any point
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tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature range of 40°F to 80ºF using a jaw speed of 0.25 inches per, tested in accordance with ASTM D638. 990-4.9 Plastic Pull test: The stripes and markings shall, testing and change the black retroreflectivity value in the Standard Specification. Please share, a minimum skid resistance value of 35 BPN (British Pendulum Number) when tested according to ASTM E303
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cement based fillers allowed under Section 457-2.5 shall be tested equivalent to the testing, for compressive strength testing at the required test date. The Engineer may adjust the frequency of testing, ) 489-7138 Comments: 457-2.2 requires “certified test report” and “manufacturer certification” (two, (in blue & bold) below. Test and accept materials for portland cement grout and Class III IV Concrete shall be tested andaccepted as required in the Standard Sspecifications for Road and Bridge
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to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface, perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Test the pavement, conformity approved by the Engineer. (a) Testing with a 10 foot straightedge: Use this straightedge, 1/8 inch with the straightedge laid in a direction perpendicular to the centerline. (b) Testing, tested with a straightedge, ensure that the finished pavement profile provides a uniform surface
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Acceptance Testing for Surface Tolerance. Test the pavement surface for smoothness with either a 10, centerline. 352-5 Acceptance Testing for Surface Tolerance. Test the pavement surface for smoothness, by the Engineer. (a) Testing with a 10 foot straightedge: Use this straightedge for longitudinal profiling, with the straightedge laid in a direction perpendicular to the centerline. (b) Testing with a 10 foot rolling, in a 10 foot effective length of the straightedge. 3520000 All Jobs When tested
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rate on tests performed by a testing laboratory approved by the Engineer, will evaluate this section by visual observation, LBR testing and other tests as appropriate. The Engineer, and tests at a minimum frequency listed in the table below. Test Name QualityControl Verification, . The Engineer may request samples of the subgrade soil and the stabilizing material for verification tests, of the roadbed. TheEngineer will approve the actual spread rate of stabilizing material used, based on test
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applied. Ensure that loop sealant does not run out of unlevel slots as tested for viscosity using, of application and when cured as tested for tack free time using ASTM C679 at 77°F. Ensure loop sealant, weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant shows no visible, at 77°F as tested for shrinkage using a dimensional measurement. Ensure loop sealant resists weather, oils, gasoline, antifreeze, and brake fluid as tested for absorption using ASTM D570 for water
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28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance, the foundation has achieved 70% of the specified 28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test, poles, mast arms and monotube assemblies be tested for concrete strength prior to loading
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. Materialsforpavement joints shall be tested according to ASTM D 5329. Manufacturers or distributors seeking, of their products in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements, or opening shall be measured perpendicular to the side of the sealant showing the defect. At least two test, to the side of the sealant showing the defect. At least two test samples in a group of three, is tested and approved by the Department using a primer, primer will be required for project installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss93200007ac8591914024910b5eb0a8698078bfb.pdf?sfvrsn=2238aca3_0SS9320000
be tested according to ASTM D 5329. Manufacturers or distributors seeking approval of their material, in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants, perpendicular to the side of the sealant showing the defect. At least two test samples in a group, of the sealant showing the defect. At least two test samples in a group of three representing a given sample, be used if required by the manufacturer. When a manufacturer’s product is tested and approved
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be tested according to ASTM D 5329. Manufacturers or distributors seeking approval of their material, in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements of Joint Sealants, perpendicular to the side of the sealant showing the defect. At least two test samples in a group, of the sealant showing the defect. At least two test samples in a group of three representing a given sample, be used if required by the manufacturer. When a manufacturer’s product is tested and approved
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. Materialsforpavement joints shall be tested according to ASTM D 5329. Manufacturers or distributors seeking, of their products in accordance with Florida Test Methods FM 5-532. 932-1.2.2.1 Physical Requirements, or opening shall be measured perpendicular to the side of the sealant showing the defect. At least two test, to the side of the sealant showing the defect. At least two test samples in a group of three, is tested and approved by the Department using a primer, primer will be required for project installation
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: This is vague. What would be this quantified and verified by the CEI personnel? Are there any ASTM tests that can be used? Response: There is no ASTM or other standard testing procedure to evaluate, or other Standard test)? Response: Details of connections will be evaluated during the review by the SDO, ) The performance criteria to be confirmed by independant lab testing are extremely qualitative. How do
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