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SP1201003SL
(REV 9-16-09) (FA 11-9-09) (1-13) EXCAVATION AND EMBANKMENT – ACCEPTANCE PROGRAM. SUBRTICLE 120-10.3.1 (Page 168) is deleted and the following substituted: 120-10.3.1 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification of Shoulder Only Areas, Bike/Shared Use Paths, and Sidewalks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1201003sl.pdf?sfvrsn=4abb8a18_09160302FHWA
the AASHTO test method for sampling emulsion products (tack and prime). Please review and transmit, 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, re-emulsification (FM 5-624), and solubility (on an annual basis). Residue testing shall be performed on residue obtained from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9160302fhwa.pdf?sfvrsn=bd59a1b2_1v1-section6.3 - clean
and testing, as specified below and in the applicable ASTM and AASHTO specifications and test, . Concrete Strength Tests: Core Samples, Test Cylinders When the acceptability of Structure is based on core or cylinder tests, at a minimum frequency of once per quarter, sample and test compressive strength cylinders or test core samples, provided by the Plant. Absorption Tests Perform one, and testing. Use the QC test results for acceptance of Structures, when the QC results compare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section6-3---clean.pdf?sfvrsn=513bd8fc_1section3.5-vii
of the Quality Control (QC) Program for the manufacture, testing, storage, and transportation of asphalt, and Bridge Construction, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American, Tests, Washington, D.C Approved Products List (APL), Florida Department of Transportation Florida Sampling and Testing Methods (FSTM), Florida Department of Transportation 3.5.4 SCOPE Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section3-5-vii.pdf?sfvrsn=542b41d2_13340203-722FHWA
independent verification tests to determine the acceptability of the material. Density testing, and FM 1-T 209. Prior to testing volumetric samples, condition the test-sized sample for one hour, or delineation testing, at a minimum, evaluate all material located between passing QC, PC or IV test, Specification. The changes are proposed by Wayne Rilko to update test language and replace the warm, , blended, or fractionated, and stockpiled in a continuous manner, assure an adequate number of test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3340203-722fhwa.pdf?sfvrsn=fa79db68_29160302.impl
sample and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractor’s transport, instead of the five day settlement test. SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests, GRADE CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 122ºF, date of shipment. ASPHALT EMULSION PRIME (AEP) Test Conditions M i n i mum/Maximum Tests, will be waived. EMULSION PRIME (RS TYPE) Test Conditions M i n i mum/Maximum Tests on Emulsion
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control tests and a copy of their certified test reports shall be sent to the State Materials Office, )isexpandedbythefollowing: 929-2FlyAsh. 929-2.1 G e neral: Sampling and testing of fly ash shall follow, , the test results shall verify improved or comparable strength, sulfate resistance, corrosion, ash concrete. The strength and durability tests of concrete shall be performed in accordance, and the durability properties of ASTM C-618 Class F fly ash concrete. The tests shall be performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9290200.impl.pdf?sfvrsn=1f33eac6_0SS3460301
, when tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens, substituted: 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled shaft, performing such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting, and the following substituted: 346-8 Plastic Concrete Sampling and Testing. QC tests include air
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is deleted and the following substituted: 960-3.2.1 Component and System Tests: Corrugated duct, smooth, and System Tests Reference to fib Bulletin 75 Required Tests for each PT System Type (1) Procedures Appendix Test Description Internal PT System with Grout Internal PT System with Flexible, )(6) No 1. Yes = Test is required; No = Test is not required. 2. Do not preload strand into duct prior to testing. 3. Identify duct as meeting Performance Class I or II criteria. 4. Use an epoxy
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. The Engineer will base approval on results of a test section constructed using the Contractor’s specified compaction effort. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. At each test site, the bottom 6 inches [150 mm] must be tested and pass, the subgrade. If, through field tests, the Contractor can demonstrate that the compaction
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. The Engineer will base approval on results of a test section constructed using the Contractor’s specified compaction effort. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. At each test site, the bottom 6 inches [150 mm] must be tested and pass, the subgrade. If, through field tests, the Contractor can demonstrate that the compaction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d2000000.pdf?sfvrsn=e1590d36_09210000impl
testing. Cement with an alkali content greater than 0.60% but less than or equal to 1.00%, calculated as Na2O (% Na2O plus 0.658% K2O), may be used with the following requirement. Concrete test, alkali content of 0.60%. The strength and durability tests of concrete shall be performed, : The cement heat of hydration for Type II (MH) or Type IL shall be tested in accordance with ASTM C1702, . A list of approved cement sources will be maintained by the SMO. Mill Test Report - indicates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9210000impl.pdf?sfvrsn=61858c92_2Section113-042214
:PhasedArrayUltrasonic Testing. 11.3.6.14. PhasedArrayInstrument:Amultichannel test instrument used, Products VolumeII:Advanced Ultrasonic Testing 11-3-1 SECTION11.3 VolumeII, of procedures for the use of Advanced Ultrasonic Testing on Florida Department of Transportation (Department, Nondestructive Testing ASTM E-2700 Standard Practice for Contact Ultrasonic Testing of Welds Using, Ultrasonic Testing Instruments and Systems ASTM E-1316 Standard Terminology for Nondestructive Examinations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section113-042214.pdf?sfvrsn=13116df_17850200.comm
- Section 785-2.3.3, “Ground Resistance Testing and Certification”) • Suggest item "5", be modified to require the name of the company or entity the (signed) individual(s) conducting the tests, ) represents for the personnel conducting, witnessing, and certifying the test (see image, by removing "signed by all personnel conducting and witnessing the test." This is already stated in under, the test results?> 2)The “intent” was to have the personnel conducting the test (which would normally
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/7850200.comm.pdf?sfvrsn=40f0ff73_09210000.impl
testing. High Alkali Cement containing a maximum of 1.00% alkali, or less, calculated as Na2O (% Na2O, , the test results shall verify improved or comparable strength, sulfate resistance, corrosion, cement. The strength and durability tests of concrete shall be performed in accordance with ASTM C39, for Type II (MH) shall be 88 cal/g or less at 7 days when tested in accordance with ASTM C186, days when tested in accordance with ASTM C186. 921-2 Terminology
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9210000.impl.pdf?sfvrsn=cb840bb0_03460000.fhwa
cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, strength tests. Record the ambient air temperature during the test. Ensure that the concrete properties, samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data, of the mix with the new component material. Ensure the chloride test results from the testing lab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3460000.fhwa.pdf?sfvrsn=34eb36f7_03460000.FHWA2
for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, installation. 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled, performing such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting, samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field, the chloride test results from the testing lab are submitted to the concrete production facility within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3460000.fhwa2.pdf?sfvrsn=ac4801df_03460000.FHWA
inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval, tests, which met all plastic and hardened concrete test requirements. 2. The cementitious materials, chloride test results to the previous passing test results.. 346-5 Sampling and Testing Methods. Perform, factor determined by the concrete producer for each mix design to be tested. Record and certify test, and Testing. QC tests include air content, temperature, slump, and preparing compressive strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/3460000.fhwa.pdf?sfvrsn=5e005907_03460000.impl
testing before mix design approval. Take the resistivity test specimens from the concrete, times after starting concrete placement. 346-8 Plastic Concrete Sampling and Testing. QC tests include, of all trucks if the QC truck has failing test. Perform plastic properties tests on all trucks, Sampling and Testing. 346-9.1 General: Perform plastic properties tests in accordance with 346-8 and cast, . When the QC testing laboratory cannot input the compressive strength test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3460000.impl.pdf?sfvrsn=21f17fc4_09240000impl
lists the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance, an application is accordance with Section 6 and include product data sheets, certified independent test data, , as evidenced by previous tests and apparent effectiveness under field conditions. Unless otherwise specified, no further testing will be required for any product on the APL unless there is indication, supplier shall submit to the Engineer test certificates from an independent laboratory indicating
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