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1600000.resp
and increasing the distance/total number of tests - how does one handle a project that is built, to to be a push toward larger Lots and longer consecutive distances before reduced testing is an option. My, to reduce testing requirements. Traffic construction sections are not expanded, comments for your consideration. 1. Under 160-7.2.4, add Soil Classification test at the same frequency of LBR test. 160-2, last paragraph – 2. the reference to Section 290 is a bad reference as 290
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1600000.resp.pdf?sfvrsn=746159e7_03340000.COMM
. This wording needs to be deleted. 334-5.1.2: The word "testing" needs to be added to the end, for option 2 – Regardless of mix type or placement this is how you handle PC testing. Another, placing these requirements in the test method and not the specification. 334-5.1.2 First paragraph, we should require the contractor to perform PC tests not make it optional. 334-5.1.2 Second paragraph, need to require density testing on all 10 foot shoulders on the interstate, regardless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3340000.comm.pdf?sfvrsn=1a733f8b_0BED70 Final Report
experimental program with a test matrix and procedures to experimentally validate the proposed strengthening, pier collision test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 2 5 . 1 . 2 FE modelling of the collision test with LS-DYNA, impact RC beam test.................................................................................. 6 5 5 . 2 . 2 FE modelling of drop-hammer RC beam test with LS-DYNA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/final-reports/2025/bed70-final-report.pdf?sfvrsn=4ac0c613_11-20RedlneBook
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, a specification, 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, by the Contractor. Laboratory. The official testing laboratory used by the Department. R e d l i n, in the construction of the work, together with samples that may be subjected to the tests provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/ebook/1-20redlnebook.pdf?sfvrsn=a91c2eae_6Section82V2-726
that testing equipment is properly maintained in accordance with the applicable test methods, . QC TESTING AND INSPECTION OF STRUCTURES General Perform QC inspections and tests at frequencies, , the strength test is the average compressive strength of two test cylinders, tested at the same age, No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section82v2-726.pdf?sfvrsn=ffb977ad_13460202.FHWA
a resistivity of 29 KOhm-cm at 28 days, when tested in accordance with AASHTO T358. 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 concrete of the laboratory trial batch or from the field, representative samples of trial batch concrete for the required plastic and hardened property tests. Cure, the resistivity test specimens at least 7 calendar days prior to the scheduled 28 day test. The average
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a resistivity of 29 KOhm-cm at 28 days, when tested in accordance with AASHTO T358. 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 concrete of the laboratory trial batch or from the field, representative samples of trial batch concrete for the required plastic and hardened property tests. Cure, the resistivity test specimens at least 7 calendar days prior to the scheduled 28 day test. The average
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with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete, test results are obtained from the use of the substituted material(s). 347-2.4 Material Storage: Use, Design: Before producing any concrete, submit the proposed mix design with compressive strength test results, tested in accordance with ASTM C39 and demonstrating the mix meets the minimum 28 day compressive strength requirement, to the Engineer on a form provided by the Department. The strength test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3470000.impl.pdf?sfvrsn=4c036351_09380402.impl
938 POST-TENSIONING GROUT – LABORATORY TEST. (REV 6-9-14) (FA 7-28-14) (1-15) SUBARTICLE 938-4.2 is deleted and the following substituted: 938-4.2 Laboratory Test: The grout shall meet, and modified ASTM and FM test methods conducted at normal laboratory temperature (65°F-78°F) and conditions. Conduct all grout tests with grout mixed to produce the minimum time of efflux. Establish the water content to produce the minimum and maximum time of efflux. Property Test Value Test Method
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after completion of construction operations, sample and test the prepared soil layer at a testing, on the plans. 162-5 Acceptance Testing. TheEngineerreservestherighttowaiveorreduce testing, will require an additional sample. Test results will be averaged for each 10,000 square yards, and test additional samples to determine specification compliance. For failing samples, take and test, . Perform re-treatment at no additional cost to the Department. Perform additional testing of retreated
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operations until grout test results are available and approved by the Engineer. Mock-up testing per section, to be tested by “Theoretical Elongation Verification” may be installed for test; and, b. Transverse tendons, additional tests for Tendon Modulus of Elasticity and/or In Place Wobble and Friction Test. 462-7.3.2.5, device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device volume) and 6% (grout, basis. For fluidity tests done on a per batch basis, perform test after new batch has been
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operations until grout test results are available and approved by the Engineer. Mock-up testing per, % of test device volume for the 0.5 gallon test device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device volume) and 6% (grout volume). 3. Do not use grout that tests outside, . For tendons 50 feet or less, perform a fluidity test on a per batch basis. For fluidity tests done, requirements are met. Discard grout used for testing fluidity. 3. Perform fluidity test for each tendon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/4620000-ind.pdf?sfvrsn=bdeef916_2SS9320100
damage to the material. Materials for pavement joints shall be tested according to ASTM D 5329, of the sealant showing the defect. At least two test samples in a group of three representing, of the sealant showing the defect. At least two test samples in a group of three representing, , performance test reports from an independent laboratory showing the product meets the requirements, product is tested and approved by the Department using a primer, primer will be required for project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss9320100.pdf?sfvrsn=abc4809c_04554200.D01.FHWA
– Mixing, Pumping and Testing Cement Grout. This change was proposed by Tom Malerk of the State, . StateConstructionEngineer 4554200.D01 All Jobs STRUCTURES FOUNDATIONS – MIXING, PUMPING AND TESTING CEMENT GROUT (REV, by the Engineer, when tested with a flow cone in accordance with ASTM C 939 (3/4 inch diameter outlet, with a pressure gauge to accurately monitor the pressure of the grout flow. Test and calibrate the equipment, ) is deleted and the following substituted: 455-43 Testing Cement Grout
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be increased by 0.1 if all piles in a given bent/pier are tested. 100% setcheck testing, testing conditions”. Is this a format issue when the numberings were assigned? Should items (e, ) results to the list, since this test is becoming used more and more frequently. Response: 2. 455-2.11: Replace “Statnamic” with Rapid Load Testing (RLT), since this is the more general (and generic) name that this type of testing is known by and it is the technical name that ASTM (D7383) uses
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/4550000db.comm.pdf?sfvrsn=111b7c24_0section63-06112
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania Topic, that testing equipment is properly maintained in accordance with the applicable test methods, inspections, sampling, and testing to ensure of the quality and acceptability of the materials, of precast concrete products. The quality assurance inspection and testing will be performed, II Tests, Washington, D.C. (D) Florida Department of Transportation Standard Specifications
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testing. During dynamic load tests, replace the pile cushion when any of the pile stress measurements, performance during and without dynamic testing. Use a variable energy hammer to drive concrete, testing, replace the pile cushion when the cushion is either compressed more than one-half, pile area as determined by the Dynamic Load Testing (455-5.12.4). Soft material is any material, : 455-5.14 Dynamic Load Tests: The Engineer will take dynamic measurements during the driving of piles
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after satisfactory field trial during dynamic testing. During dynamic load tests, replace the pile, is subject to satisfactory field performance during and without dynamic testing. Use a variable, by 455-5.12.2. When driving a pile without dynamic testing, Rreplace the pile cushion, if during, by the Dynamic Load Testing (455-5.12.4). Soft material is any material offering less than, Dynamic Load Tests: The Engineer will take dynamic measurements during the driving of piles designated
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soil must also be noncorrosive, and it is tested for corrosive properties — pH, minimum resistivity, objective was to assure that testing methods were sufficiently precise so that variability, of soil were tested with Florida Methods (FMs) for pH, minimum resistivity, water-soluble chloride, of testing. Also, researchers visited six FDOT laboratories and nine independent laboratories to observe the testing methods and results. Field sampling methods were also studied. Samples were
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv25-977-03-sum.pdf?sfvrsn=e4c254c7_4SS4500000
of products. Include in the record kee result of the inspection and testing. Keep certified test, the certification and/or testing of prestressing stee reinforcing steel, concrete materials, Inspection and Testing: The Engineer will perform tions, sampling, and testing to ensure ods, techniques, seating of wedges on the s a n and the Department’s verification tests. nt, ast two LOTs per year, ” or “twist” in the same direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC
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