9191 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_0GL-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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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/2000200.impl.pdf?sfvrsn=9d930483_09160302int
. 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_1Sample 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/prequalification-applications/sample-resumes.pdf?sfvrsn=4038eb2e_39940000.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_09930000
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_0GuidelistAll
] 25. Run QC and Verification Proctor tests with a minimum frequency of one test per soil type [Spec, equipment used on this project? 120-10.1.1 9. Is the CEI ensuring that all sampling 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 acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/guidelistall.pdf?sfvrsn=4e2c6914_09710104.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9710104.impl.pdf?sfvrsn=66b94e0a_06110000.origind
. 611-6 Manufacturer’s Tests and Certifications. Formaterials which may not require formal testing, field tests of completed installations in accordance with the requirements of 611-4. The Engineer, in accordance with 5-11, only after satisfactory completion of all field tests of completed, with the Contract Documents, unless approved otherwise in writing by the Engineer. 611-4 Field Tests of Signal Installations. Perform the following tests on all traffic signal installations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/6110000.origind.pdf?sfvrsn=ebe06f9c_01600000.comm
/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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1600000.comm.pdf?sfvrsn=a35f8f99_0NCHRP 350
National Cooperative Highway Research Program Report 350 entitled ‘Recommended Procedures for the Safety Performance Evaluation of Highway Features’ which established guidelines for conducting full-scale crash tests for permanent and temporary highway safety devices, such as guardrail, crash cushions, and end treatments
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/definitions-guardrails/nchrp-350SP4550000DB-722resp
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/sp4550000db-722resp.pdf?sfvrsn=3d348a04_23501303-724origind
days after placement of the concrete. 2. Test cylinders, made in accordance with ASTM C31 and tested in accordance with ASTM C39, indicate a compressive strength of at least 2,2002,000 psi (cure these test cylinders in a manner identical to the corresponding section of pavement). 3. Provide, of the last slab of each day’s placement. Fabricate three test cylinders for strength and maturity curve correlation testing. The compressive strength cylinders and maturity curve correlation testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3501303-724origind.pdf?sfvrsn=64d6fefd_24551508.FHWA
, reintroduce the additional tests for pH value for the time required to establish consistency of the test, of the test values within the required parameters. (c) The Department may perform comparison tests, drilled shaft inspector to perform control tests using suitable apparatus on the mineral slurry, ) Mineral slurry supplied to the drilled shaft excavation: Perform the following tests on the mineral, in the table below: 4551508 All Jobs Item to be measured Range of Results at 68ºF Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4551508.fhwa.pdf?sfvrsn=72922b0b_09330000.FHWA
strand shall meet the requirements of ACI 440.4, following the test methods from ACI 440.3., Carbon Fiber Reinforced Polymer (CFRP) Strands: Meet the requirements of ACI 440.43R, B.10 – Test method, 90% of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9330000.fhwa.pdf?sfvrsn=d09c3e5a_09430100.fhwa
that the pipe joints have been tested at the plant hydrostatically and shown to meet the requirements, /specificationsoffice/materialsmanual/section62.pdf . Ensure that the pipe joints have been tested at the plant hydrostatically at the specified pressure using test methods in ASTM D 3212, % reduction in internal diameter using the parallel plate testing methodology of ASTM D 2412. Load, not contact the hugger band or associated hardware. Testing shall be witnessed by the Engineer. ARTICLE
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and the following substituted: 462-8.2 Contractor Field Tests: 462-8.2.1 Prior to Concrete Placement: 462-8.2.1.1 All Tendons Except as Noted: 1. Test all PT system components utilized on the project, , pressure test each duct with all assemblies used in a single structural component (e.g. segment, beam, etc.). 3. Test assemblies in their final position just prior to concrete placement by sealing them, Injection Will Be Used: 1. Test all PT system components utilized on the project except those
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/4620802.impl.pdf?sfvrsn=d97d53e3_0