8978 search results for test
0060000.resp
. Silt-Fence is a multi-component system. It should be tested as a system under the conditions, requirements of the geotextile, thus requiring different test procedures than paving underlayment or underground drainage. After testing of each silt-fence fabric and structural integrity of the system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/0060000.resp.pdf?sfvrsn=20d232b1_03340104.impl
of gyratory molds in accordance with FM 5-585. Prior to testing volumetric samples, condition the test, Sampling and Testing Requirements: Obtain the samples in accordance with FM 1-T 168. Obtain samples, Control, one for Verification and one for Resolution testing; each sample at approximately 35 pounds. The split samples for Verification testing and Resolution testing shall be reduced in size, testing. Theasphaltcontentofthe mixture will be determined in accordance with FM 5-563. In the event
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3340104.impl.pdf?sfvrsn=1d50d18_0Scope of Services
required tests. 15.3 Laboratory Testing: Perform all tests in accordance with applicable testing, and Testing: Inspect, sample, test and report on Concrete Production Plants to ensure compliance, -Stress and Precast Production Facility Inspection and Testing: a. Inspect, sample, test and report, Scope Doc. November 20, 2025 1 EXHIBIT "A" District Geotechnical & Material Testing Contracts, Communication and Reporting:………………………………………………………………………………………..7 8.0 Reporting Test Results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/contract/documents/scope-of-services.pdf?sfvrsn=2536d968_4Scope of Service
and Transportation Officials (AASHTO) Test Methods • American Society for Testing and Materials (ASTM) Standards, the QC test results into the Department’s database system within one working day of the testing. Make, Testing: Perform all tests in accordance with applicable testing Standard. Comply with all, testing. 15.4Concrete Plant Inspection and Testing: Inspect, sample, test and report on Concrete, . 4.Perform Pile Dynamic Testing. 5.Provide printed/plotted (PDF) and electronic copies of test pile data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/contract/documents/scope-of-service.docx?sfvrsn=d6100b09_49320300comm
on testing for the degree of cure, it is noted that the degree of cure obtain directly from the rebar samples may be variable, and the response of the test per ASTM E2160 non-applicable. This is probably due to the relative high fiber content of the sample used in testing. Tests made from resin, 3-2. ¬ Table 3-4: removing the degree of cure test for project tests should be considered, given, pads (Section 932-2.3.2) re-testing should be stated if one of the tests per Table 3-4 fails
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/comments-responses/9320300comm.pdf?sfvrsn=b9ad3f61_24551508.impl
to perform control tests using suitable apparatus on the mineral slurry mixture to determine the following, to the drilled shaft excavation: Perform the following tests on the mineral slurry supplied to the shaft, to be measured Range of Results at 68ºF Test Method Density 64 to 73 lb/ft (in fresh water environment, in the above table when field conditions warrant as successfully demonstrated in a test hole, the Contractor can continue to use them. Perform tests to determine density, viscosity, and pH
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test. With this, more variables with procedures are greater, as experienced during the RR testing, and installation criteria, as well as the material testing properties. Those recommendations are listed in Chapter, sections. 3. How is “failure” defined in the Stress Crack Resistance tests? In other words, how do you determine that a specimen has failed? Response: Process is part of test method FM5-573. Calculation, to 9480203 to the HDPE testing requirements that mandates which Lab facilities are approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9480203.resp.pdf?sfvrsn=2794908e_0SP4550100DTwoTP
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty, of the load test data which represents the designated area. Do not begin static load testing, . Return all load test equipment supplied by the Department within 30 days after completing the load tests, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing
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for testing and one for verification in the event of a failing test result. LOTs will be sampled, be equal to the average test result from all three LOTs minus three standard deviations. n – Tests, or discontinuities and without damage to the material. Materials for pavement joints shall be tested, shall be measured perpendicular to the side of the sealant showing the defect. At least two test, two test samples in a group of three representing a given sample of sealant shall meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9320200-724origind.pdf?sfvrsn=32f5b967_1GL-04
and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test verify this? [Spec 120-10] 10. Does the CEI have an appropriate process to ensure that the correct proctor is used when density tests results are evaluated for material, . Has the CEI enforced the requirement that all required density test results are documented, exceed plan limits, are extra tests taken? [160-4] 28. For any area where the bearing value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1415/gl-04.pdf?sfvrsn=baae566b_0GL-4 Earthwork (2016-2017) 7-12-16 clean
used on the project? [120-10] 9.Ensure that all sampling and testing requirements are met and enforce the requirement that all samples and tests are taken randomly? Does the field test verify, density test results are evaluated for materials acceptance? Are the appropriate materials used in each, test results are documented on current forms provided by the department in accordance, ) and Proctor by Verification. [Spec 160-4.3.2.1] 27.Ensure extra tests are taken if mixing depths exceed
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. For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing requirements shall include percent residue, naphtha content (as needed), one-day storage stability, sieve test, Saybolt Furol viscosity, original DSR, re-emulsification (FM 5-624), and solubility (on an annual basis). Residue testing shall be performed on residue obtained from distillation, frequency of once per project per product. The sample shall be tested by the Department for the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9160302int.pdf?sfvrsn=94842c91_19160302ind
. For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing requirements shall include percent residue, naphtha content (as needed), one-day storage stability, sieve test, Saybolt Furol viscosity, original DSR, re-emulsification (FM 5-624), and solubility (on an annual basis). Residue testing shall be performed on residue obtained from distillation, frequency of once per project per product. The sample shall be tested by the Department for the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9160302ind.pdf?sfvrsn=b9ed574f_19940000.FHWA
degree observation angles in ASTM D-4956. Evaluation of test samples shall be field tested, test reports from an independent laboratory showing the product meets the requirements, with the Department’s Sampling, Testing and Reporting Guide Schedule and on a random basis, : The retroreflective sSheeting , process inks and film overlay materials shall be tested in accordance, , Reboundable Sheeting Requirements, except as amended in this Section. and the Florida Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/9940000.fhwa.pdf?sfvrsn=a1dadb48_02000200.impl
stockpiles for sampling and testing. f. M e t h o d f o r s a mpling and reporting test results, . The District Materials Office will sample and test the preliminary stockpile to verify compliance, of test data performed by the District Materials Office. 7.Iftheuseofexistingrockisapproved, the requirements of this Section by sampling and testing each new stockpile at a minimum frequency of one sample, to that stockpile. The District Materials Office may also perform sampling and testing. Materials
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shall meet the test requirements specified below. 993-1.2 Durability Tests For Type A Reflectors: (a)SealTest: The following test will be used to determine if a reflector is adequately sealed against, 20degree 16[1.5] 10[0.93] 993-1.3.3 Optical Testing Procedure: The reflex reflector to be tested, . Failure of more than two of the 50 samples tested shall be cause for tentative rejection of the LOT. Intheeventofsuchtentativefailureofmore than two of the 50 samples tested, a re- sample of the 100
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/9930000.pdf?sfvrsn=630b2f94_0Sample Resumes
Exploration, Material Testing, and Foundations Please refer to Rule 14-75, F.A.C. for detailed, investigations by performing borings, Standard Penetration tests, Cone Penetration tests, and rock coring; the use of specialized test equipment, such as the field vane, pressuremeter, or dilatometer, by the consultant or its subcontractor." Drill Rig Specialized Test Equipment (Vane Shear, Pressuremeter, Dilatometer, & Geophysical tools) Standard Penetration Tests Cone Penetration Tests Rock
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/total number of tests - how does one handle a project that is built in short segments? Specifically, and longer consecutive distances before reduced testing is an option. My question to the Department, 160-7.2.4, add Soil Classification test at the same frequency of LBR test. 160-2, last paragraph, requirement to utilize a CTQP certified technician to perform the QC testing (CTQP certified techs, of testing to area of in-place material may be substantially higher than for traffic areas. I feel
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identification curve (2.5 to 15 µm) for the vehicle component. The Department will test all, and the thickness of each coat at which the product passes testing may be placed on the APL. When listed
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testing and 1 wd for piles not dynamically tested? For piles on foundations requiring 100% dynamic testing and piles initially non instrumented with instrumented set-checks, the Engineer will accept, 100 % dynamic testing, the Engineer will accept the production piles within one working day after, and the specification language. a. It has been accepted to date that this paragraph is dealing with the testing, , the polymer testing requirement of this specification is documented on the construction form 700-010-84
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