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SS9290000
fly ash concrete. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly, , certified test reports from an approved independent laboratory acceptable to the State Materials, and to require cementitious material shipments to be individually tested prior to incorporation into Department, of quality control or verification test results. Repulpablebagsmay be accepted by the Engineer, :Thecementitious materials supplier’s testing laboratory must maintain Cement and Concrete Reference
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss92900005b01a6822cfd46e0a81c502e6c6232e0.pdf?sfvrsn=149627dd_0DEV455MP (11-29-2023)
in the verification tests. 455-57.2.4 Grout Testing: Previous test results for the proposed grout, tested to the specified Maximum Test Load. The micropile diameter must not be less than 9.5 inches, % of the Maximum Test Load to be used in verification pile testing. 455-56 Installation. 455-56.1, static load testing from the top of sacrificial test piles at the locations specified, the beginning of the creep test increment. 455-57.2.1 Static Compression Load Tests: Prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev455mp-(11-29-2023).pdf?sfvrsn=d54e703b_1DEV125TLBF (12-2-25)
the test section. All five tests must meet the density required by 125-9.2 and be verified, of 125-9.2 or when the QC tests cannot be verified, construct a new test section. The Contractor may elect, , the Contractor must demonstrate with a successful test section that density can be achieved. For thick lifts of no more than 12 inches compacted thickness above the Soil Envelope, a control test, then the Contractor must demonstrate with a successful test section that density can be achieved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev125tlbf-(12-2-25).pdf?sfvrsn=1c4fe7fd_6QF-74-02-2 NEMA TS2 2.2.7-2.2.9 Checklist
. FORMDROPDOWN The device under test must be powered by 120 VAC and operating during testing. Power, necessary for 120 VAC operation must be included and tested along with the primary device under test as part, The following criteria are for the Transient Tests. 2 2.2.7.2 Test unit dwells at a voltage of 120 VAC, The following criteria are for the Low-Temperature Low-Voltage Tests. 13 2.2.7.3 Test unit is operable, are for the Low-Temperature High-Voltage Tests. 21 2.2.7.4 Test unit’s input voltage is increased from 89
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tested for stress crack at an applied stress of 600 psi This testing criteria, similar to the comments, resistance This testing criteria has been revised multiple times over the evolution of the Florida DOT specifications: 1. 9-26-2002 Revision on 2-20-2003 “Test the finished material, shall have an endurance rating of not less than 192 hours”. 2. Revision 5-7-2003 Test the finished, hours. 3. Revision 10-15-2003 Test the finished polyolefin material for stress crack resistance
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not suitable for testing with the Laser Profiler will be tested and accepted with the straightedge, : Addressissues related to RAP testing, warm mix asphalt and straightedge exceptions. Proposed solution: Added wording to include maximum specific gravity (Gmm) testing for RAP materials to provide better characterization of RAP besides just testing for asphalt content and gradation. Gmm testing, specific gravity testing for RAP materials, to add wording related to temperature requirements for warm
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/3300000.origind.pdf?sfvrsn=20621f41_03340102.origind
to testing volumetric samples, condition the test-sized sample for one hour, plus or minus five minutes, tests to determine the acceptability of the material. Density testing for acceptance, for testing, the 3340102 All Jobs corresponding QC test result will be considered verified, and payment, until the LOT in question has been accepted. 334-5.4.4 Individual Test Tolerances for QC Testing, 334-5.5 Verification Testing: In order to determine the validity of the Contractor’s QC test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/3340102.origind.pdf?sfvrsn=f3f6c32d_0D9240000.do
on Department projects. Admixtures included on this list, will be permitted without further testing, given contingent approval, as evidenced by previous tests and apparent effectiveness under field, e r t i f i c a t i o n : M a n u f a c t u r e r s o f a d mixtures shall provide certified test, (CCRL) on a regular basis for applicable tests, with all deficiencies corrected for QPL approval, and other metallic components. The calcium nitrite supplier shall furnish the Engineer with test
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on Department projects. Admixtures included on this list, will be permitted without further testing, given contingent approval, as evidenced by previous tests and apparent effectiveness under field, e r t i f i c a t i o n : M a n u f a c t u r e r s o f a d mixtures shall provide certified test, (CCRL) on a regular basis for applicable tests, with all deficiencies corrected for QPL approval, and other metallic components. The calcium nitrite supplier shall furnish the Engineer with test
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temperature. Test for roadway density in accordance with FM 1-T 166. 334-5.1.2 Acceptance Testing, for testing, the corresponding QC test result will be considered verified, and payment will be based, will be based on the Resolution test data for the LOT, and the costs of the Resolution testing, such testing. In addition, in the event that the application of the Resolution test data results, immediately after sampling, shall be reduced to the appropriate testing size, and conditioned and tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3340000-impl.pdf?sfvrsn=9f840a32_49600000.FHWA2
the credentials described in this Section to perform all testing and to provide certified test reports, -Tensioning”. (b)2. For bar systems, modify system test length to 15 feet. (c)3. For systems being tested, component drawings, system drawings, and test reports from a certified laboratory (or laboratories, -Tensioning Systems. Anymarked variations from original test values or any evidence of inadequate, testing; however, subcomponents of approved systems may be eliminated from final installations based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9600000.fhwa2.pdf?sfvrsn=abefcd8_06760207-122comm
, or as specified in the Producer’s QC Plan. 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, and solubility (on an annual basis). Residue testing shall be performed on residue obtained from, 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/2022/january-2022/review/comments-responses/6760207-122comm.pdf?sfvrsn=5ea5793c_26350202.impl
equipment protection test, coefficient of friction test, and all environmental tests, can, Testing Requirements: Ensure pull and splice boxes meet the American National Standards Institute, : 1. A p p l y a l l e n v i r o n mental tests to the box and its cover. 2.Allflexuraltestingmust, for the simulated sunlight exposure test. 4.Usedeflection-measuring devices positioned to measure vertical and lateral deflection (wherever maximum deflection occurs) for the vertical sidewall load test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6350202.impl.pdf?sfvrsn=e0fa3c79_0fineaggsamples
Instructions for Testing and Reporting Fine Aggregate Proficiency Sample (Instructions Revision Date: February 1, 2019) 1. Perform the following tests: FM1-T011, AASHTO T27, and FM1-T084. All tests should be conducted on each sample according to the AASHTO or FSTM Standard Test Methods, . NOTE: Perform FM1-T011 on the same sample as AASHTO T27. 3. Enter the test results in MAC. Follow the MAC data entry for IA program proficiency samples instructions below. The test report forms
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Instructions for Testing and Reporting Coarse Aggregate Proficiency (Instructions Revision Date: February 11, 2025) All tests should be conducted on each sample according to the AASHTO or FSTM Standard Test Methods indicated. Report the results of a single determination only, not the average of two or more attempts. Directions for the individual tests are as follows: NOTE: Perform, 1-T-085 4. Enter the test results in MAC. Follow the MAC data entry IA proficiency samples instructions
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Solutions from Transportation Research and Evaluation of Emerging Technologies) Testbed Summary [210KB, for Testing and Assessing Infrastructure Support of Connected Vehicle and Cooperative Highway Automation, ] Geotechnical January 16, 2024 BDV31-977-124 Phase II: Field Load Testing of Shallow Foundations, 24, 2023 BEB28 Development of a Test to Quantify Organic Content in Silica Sand Summary [237KB
https://www.fdot.gov/research/default.shtm7150603.impl
715 HIGHWAY LIGHTING SYSTEM. (REV10-30-15)(FA1-18-16)(7-16) SUBARTICLE715-6.3isdeletedandthefollowingsubstituted: 715-6.3Installation:Donoterectroadwaylightpolesorhighmast light poles until the concrete strength in the cast-in-place foundation is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been submitted to the Engineer. ARTICLE 715-15
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in this Section to perform all testing and to provide certified test reports for materials and components, Pressure Test requirements: (a)1. Anchorage and its connection to duct/pipe assembly must be tested, systems, modify system test length to 15 feet. (c)3. For systems being tested for use in precast, including component drawings, system drawings, and test reports from a certified laboratory, Post-Tensioning Systems. Anymarked variations from original test values or any evidence
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strength test results into the Department’s sample tracking database within 24 hours. When the QC testing laboratory cannot input the compressive strength test results into the Department’s sample tracking, substituted: 346-9.1 G e neral: Perform plastic properties tests in accordance with 346-8 and cast, ). The Department will independently perform verification plastic properties tests and cast a set, the Verification “hold” cylinder, to their final curing facility. TesttheQClaboratorycuredsamples for compressive
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for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, metallic components. The calcium nitrite supplier shall submit to the Engineer test certificates from an independent laboratory indicating compliance with this Specification. The test certificate shall include corrosion inhibiting properties per ASTM G109 and results of physical tests included, , new test certificates shall be submitted. The Engineer will determine specification compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9240207.impl.pdf?sfvrsn=6f00287d_0