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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_0SP4550000DB.origind
shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least, person with transportation to assist as required during load test setup and conducting of the load tests, completing testing, cut off the tested piles/shafts, which are not to be incorporated into the final, when driving specified test piling in end bents or when the Plans show uncased piles through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/sp4550000db.origind.pdf?sfvrsn=f245f306_09290000IMP
ash concrete. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly ash, the proposed quality control plan, certified test reports from an approved independent laboratory, cementitious material shipments to be individually tested prior to incorporation into Department work, of quality control or verification test results. 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laboratory must meet and maintain, at all times, the qualification requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9290000imp.pdf?sfvrsn=5f62fc92_09290000SS
or verification test results. 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing, , certified test reports from an approved independent laboratory acceptable to the State Materials, to be individually tested prior to incorporation into Department work. Quality control plan approvals, ash. Sampling and testing of fly ash shall follow the requirements of ASTM C 311, is used in concrete, the test results shall verify improved or comparable strength, sulfate resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9290000ssddcc53794e114dd1b09fd878faf3c00c.pdf?sfvrsn=30de55e7_09290000SS
or verification test results. 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing, , certified test reports from an approved independent laboratory acceptable to the State Materials, to be individually tested prior to incorporation into Department work. Quality control plan approvals, ash. Sampling and testing of fly ash shall follow the requirements of ASTM C 311, is used in concrete, the test results shall verify improved or comparable strength, sulfate resistance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9290000ss.pdf?sfvrsn=f1dd87d4_09710605.resp
test lab. After prequalification project Quality assurance testing may be performed by the FDOT, will compliance be verified? FL DOT lab, independent lab test reports, supplier lab report? 971-10.4.3 = is the 55 initial BPN done with or without drop on material, and is it tested in the lab, of this material that we tested, the installation requires drop on beads and drop on skid resistant elements. The friction testing was measured after the drop on beads and elements. No changes made
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9710605.resp.pdf?sfvrsn=e4f375cd_0v1-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_19160302FHWA
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_13460200.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3460200.impl.pdf?sfvrsn=7c979858_0Section93V2-723
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, tests or a statistical average for two groups totaling 30 or more tests. The strength test data, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each mixer, and Testing Material and Required Tests Minimum Sampling Frequency for Each Source and Grade Coarse
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section93v2-723.pdf?sfvrsn=d641bc01_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9160302.impl.pdf?sfvrsn=a1584e36_09290200.impl
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_04550000DB.origind
before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, test setup and conducting of the load tests. Provide qualified personnel, to read the dial gauges, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, /shafts, except when driving specified test piling in end bents or when the Plans show uncased piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550000db.origind.pdf?sfvrsn=38c24abf_09600302.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9600302.impl.pdf?sfvrsn=2a993bbd_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3460301.pdf?sfvrsn=8bd48be9_0D1US41SR45RockWaterDensity
approximately 1,216 tests. The Department required Armadillo to perform one compliance density test, Control Tests, Subparagraph 120-10.1.4.2, Density Testing Requirements. “Ensure compliance to the requirements of 120-10.2 by Nuclear Density testing in accordance with FM 1-T 238…Perform these tests, Armadillo and Better Roads to perform much more pipe backfill density testing than was required by the contract. This additional testing had a significant adverse impact on pipe laying production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2007/d1us41sr45rockwaterdensity.pdf?sfvrsn=8a0283a3_4Section9.2-051019_1-20WB
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington, such tests. Perform slump loss testing of the drilled shaft mix using qualified personnel as defined, Testing Technician - Grade 1 performs concrete plastic properties test, such as slump, temperature, air, materials ratio. (2) The ACI Concrete Strength Testing Technician performs tests on hardened properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section9-2-051019_1-20wb.pdf?sfvrsn=55018c2f_1D2000000
. 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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