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3460301.origind
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 from, substituted: 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled shaft concrete, such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting, strength test results into the Department’s sample tracking database within 24 hours. When the QC testing
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. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, certified manufacturer’s test results to the Engineer for qualification and use on Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/0060000ss.pdf?sfvrsn=a1135ca6_00060000SS
of materials that have been tested and accepted at the source of supply, or may require the testing, . 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing in accordance, inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/0060000ss.pdf?sfvrsn=394b0c29_00060000SS
. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance with the Florida Methods (FM). If a Florida Method does not exist for a particular test, perform the testing, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, certified manufacturer’s test results to the Engineer for qualification and use on Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/0060000ss473a170da41843f6aaa65610650e5e14.pdf?sfvrsn=25c1f7c4_0SP1050813DB
Test. SUBARTICLE 105-8.13.4 is deleted and substituted as follows: 105-8.13.4 Dynamic Testing, Dynamic Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, the establishment of the production pile lengths (when these are to be determined based on test pile information) and driving criteria. Production pile lengths and driving
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/design-build/sp1050813db.pdf?sfvrsn=40730c_14550201FHWA
concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles, beginning test pile installation, of the proposed testing schedule so that items supplied, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing, Monitoring of Dynamic Load Tests: A Dynamic Testing Technician (DTT), under the supervision of the DTO, load test equipment and personnel for the Pile Verification Testing. Provide the driving equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/4550201fhwa.pdf?sfvrsn=1088a38c_11201002.FHWA
by the SMO will perform Resolution testing. The material will be sampled and tested in accordance, within 4.5 lb/ft 3 of the Verification test result. Otherwise, the Engineer will take one additional, accredited laboratory designated by the SMO will perform Resolution testing. The material will be sampled and tested in accordance with AASHTOFM 1-T-099, Method C. The Engineer will compare the Resolution test results with the QC test results. If all Resolution test results are within 4.5 lb/ft 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/1201002.fhwa.pdf?sfvrsn=d66bebfd_09750702.impl
) SUBARTICLE975-7.2isdeletedandthefollowingsubstituted: 975-7.2PerformanceRequirements: For laboratory testing, use flat test panels prepared in accordance with AASHTO R31. Outdoor exposure testing will be performed by the Department. Submit four, 4 inch by 8 inch fiber cement test panels to the State Materials, - Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R31: no salt, or disbondment Outdoor Exposure Testing - Sacrificial Property Test M e t h o d Requirement Sacrificial
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not exist for a particular test, perform the testing in accordance with the method specified, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department projects. Testing will be as specified in the Contract Documents. The Department may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/0060000ss.pdf?sfvrsn=974a31e6_00060000SS
not exist for a particular test, perform the testing in accordance with the method specified, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department projects. Testing will be as specified in the Contract Documents. The Department may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/0060000ss49799aea8208447b834cf4835267d83e.pdf?sfvrsn=a74158ef_00060000SS
not exist for a particular test, perform the testing in accordance with the method specified, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, : Submit certified manufacturer’s test results to the Engineer for qualification and use on Department projects. Testing will be as specified in the Contract Documents. The Department may require
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/0060000ss.pdf?sfvrsn=4f428dc5_03340101.FHWA
to testing volumetric samples, condition the test-sized sample for one hour plus or minus± five minutes, independent verification tests to determine the acceptability of the material. Density testing, . 334-5.1.4.4 Individual Test Tolerances for Quality Control Testing: Terminate the LOT if any, in the Acceptance decision, the Engineer will run verification tests. 334-5.1.5.1 Plant Testing, to the appropriate testing size, and conditioned and tested as described in 334-5.1.1.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3340101.fhwa.pdf?sfvrsn=731799e1_02000702.FHWA
Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method D, for testing. Verification Test results will be used for material acceptance purposes for the LOTs in question, Control test, the Engineer will collect the remaining Verification split sample for testing, 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. Mainline Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/2000702.fhwa.pdf?sfvrsn=6811216_02000702.FHWA-REVISED2
Quality Control test, the Engineer will collect the remaining Verification split sample for testing, , the Engineer will collect the remaining Verification split sample for testing. Verification Test results, 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, Systems Test Name Quality Control Verification Modified Proctor Maximum Density One per eight
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/2000702.fhwa-revised2.pdf?sfvrsn=ad63a99c_01600000.origind
designated by the SMO will perform Resolution testing. If the Resolution test results satisfy, (excludeing gradation analysis). Ensure that tThe following testing requirements aremust be met. Test, will perform Verification sampling and tests at a minimum frequency listed in the table below. Test, for stabilizing that are not tested in accordance with 160-3.2.1, conduct QC sampling and testing, . Discontinue unsoaked LBR testing if any unsatisfactory QC LBR test result is obtained or resolution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1600000.origind.pdf?sfvrsn=ae70bd07_09160000.FHWA
All Jobs Formatted: Right product requires testing by FM 1-T 283 and the test results indicate it, that testing equipment goes out of service, the supplier may elect to test at a qualified lab, be obtained by the supplier and tested for QC testing in accordance with 916-1.3.2. A single, testing of the following as applicable by these specifications. SUPERPAVE PG ASPHALT BINDER Test, from the date of issue. The Department may sample and test pre-tested cut-back asphalt from
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analysis or test shall be performed in accordance with AASHTO T 26 or Standard Methods for the Examination, shall be tested and approved before use and shall not exceed the following allowable limits: Chemical Test Maximum (%) Equivalent Alkalis as (Na 2 O + 0.658 K 2 O) 0.06 Total Solids 5.00, , other than public health approved sources, shall be tested and approved before use and shall not exceed the following allowable limits: Chemical Test Maximum (%) Acidity or alkalinity calculated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9230300imp.pdf?sfvrsn=9f4ad1db_09230300SS
analysis or test shall be performed in accordance with AASHTO T 26 or Standard Methods for the Examination, shall be tested and approved before use and shall not exceed the following allowable limits: Chemical Test Maximum (%) Equivalent Alkalis as (Na 2 O + 0.658 K 2 O) 0.06 Total Solids 5.00 Total, sources, other than public health approved sources, shall be tested and approved before use and shall not exceed the following allowable limits: Chemical Test Maximum (%) Acidity or alkalinity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9230300ss.pdf?sfvrsn=812bb0a0_03340000.FHWA
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, Test Tolerances for QC Testing: Terminate the LOT if any of the following QC failures occur: 1, Verification Testing: In order to determine the validity of the Contractor’s QC test results prior to their use in the Acceptance decision, the Engineer will run verification tests. 334-5.5.1 Plant Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3340000.fhwa.pdf?sfvrsn=3dd155c2_03340000.FHWA
. Test for roadway density in accordance with FM 1-T 166. 334-5.1.2 Acceptance Testing Exceptions, prior to density testing. mm 334-5.4.4 Individual Test Tolerances for QC Testing: Terminate the LOT, Verification Testing: In order to determine the validity of the Contractor’s QC test results prior, Plant Testing: At the completion of each LOT, the Engineer will test a minimum of one Verification, or minus 5 minutes, reduced to the appropriate testing size, and conditioned and tested as described
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/3340000.fhwa.pdf?sfvrsn=a1af6039_0