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3460302.origind
of the 28 day compressive strength tests. Core strength test results obtained from the structure, placing drilled shaft concrete. Obtain slump loss tests results demonstrating that the drilled shaft, loss test at the anticipated ambient temperature for drilled shaft placements greater than 30 cubic yards and an elapsed time of greater than five hours. Obtain slump loss test results from an approved laboratory or from a field demonstration. Slump loss test results for drilled shafts requiring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/3460302.origind.pdf?sfvrsn=9559a682_0DEV416-937PIAS (8-20-24)
static tension tests to prevent damage to the surrounding concrete. A restrained test is defined, for testing, except if there are three or less in the LOT, in which case, test all anchors or dowels, per LOT. For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, o r i z a t i o n 416-6 Field Testing of Post-Installed Anchor Systems and Dowels. 416-6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev416-937pias-(8-20-24).pdf?sfvrsn=e2037466_22000000respon
of place in a system based on random selection of test locations at set frequencies. Consider adding a frequency for the bottom tests. Perhaps every third or fourth test should be on the bottom, be calculated by proportion using a full depth test and a top half test? Two tests in the same hole are easy, . 200-5.2 Para 3: Which test will be verified? The full depth or the bottom 6" or both? Does the Verification test need to compare as well as pass? RESPONSE: This will be clarified in the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/2000000respon.pdf?sfvrsn=2da45843_03300202.origind
Specifications is deleted and the following substituted: 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below, 1,000 tons, perform these tests a minimum of two times per day. Quality Control tests used, : Test one sample for gradation per 1,000 tons of incoming aggregate, as it is stockpiled. 3. Aggregate moisture content from stockpiles or combined cold feed aggregate - one per day. 4. RAP: Test one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/3300202.origind.pdf?sfvrsn=aa5b5bd7_09960103FHWA
testing procedures described in NEMA TS 2-2021, Section 2.2.7, and the vibration and shock tests, during and after being subjected to the environmental testing procedures described in NEMA TS 2-2021, during and after being subjected to the environmental testing procedures described in NEMA TS 2 2021, server performs all required functions during and after being subjected to the environmental testing, during and after being subjected to the environmental testing procedures described in NEMA TS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9960103fhwa.pdf?sfvrsn=56ab2001_1fm1-t209
the results of two properly conducted tests. For single-operator precision, a test result is defined, Gainesville, Florida 32609 September 10, 2025 FM 1-T 209 1 Florida Method of Test for Maximum Specific, shall be equipped with an adjustable valve to regulate the level of vacuum during testing. 3.6, and monitors the vacuum pressure, vacuum time, and shaker frequency may be used, provided all of the testing, Mixtures. The test sample shall consist of two specimens of approximately 1000 g to 1100 g each. 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t209.pdf?sfvrsn=313f951a_3section81-vi-61312
if the technician’s inspection work, sampling, test methods, and testing equipment are in compliance, of the testing technicians. The Independent Assurance Inspector checks the test methods and concrete, and activities pertain to the inspections, measurements, and necessary tests to substantiate, testing, inspection, and documentation to ensure that they meet the requirements of the Department’s, and Materials Testing of Qualified Plants 8.1.5.3.1 General The District Materials Office provides
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field and lab testing at the production facility, specifically define how Section 346 is applied, . The purpose of the testing is to ensure the plant's QC plan requirements are being met. Acceptance of the final product at the project site is not defined by the results of these samples. This testing, control and verification sampling and testing of concrete at the Plants are based on design mix, which, mix and its reduced frequency for acceptance tests shall meet the requirements of Sub-article
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302_mm8-1-resp.pdf?sfvrsn=ab6d9341_4v1-section1.2 - clean
of a maximum number of ten IV samples to the SMO for testing. The DMRE shall evaluate the IV test, and testing. Aggregates are certified to points of use such as roadway projects, and asphalt and concrete plants. Independent Verification (IV) sampling and testing at the point of use is necessary, tests performed by producers that are not required at the points Topic No. 675-000-000 Materials, etc. 1.2.4.1 IV Sampling and Testing DMRO personnel should take IV samples at the point of use when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section1-2---clean.pdf?sfvrsn=19f2c6f6_1SS1250000
a test section of the length of one LOT. Perform five QC tests at random locations within the test, test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new, Control test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss1250000.pdf?sfvrsn=716ea564_0SS1250000
section of the length of one LOT. Perform five QC tests at random locations within the test, fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss1250000cdd3c099bf084f898064d13a9ebed035.pdf?sfvrsn=60e071b9_01250000.impl
a test section of the length of one LOT. Perform five QC tests at random locations within the test, test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new, Control test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1250000.impl.pdf?sfvrsn=e66688b_0SS1250000
section of the length of one LOT. Perform five QC tests at random locations within the test, fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss1250000.pdf?sfvrsn=5c09865b_0SS1250000
section of the length of one LOT. Perform five QC tests at random locations within the test, fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1250000.pdf?sfvrsn=f876b7aa_0Section63V2-724
concrete using the following test method: a. Perform the unit weight (density) tests of each sample taken, Testing and Inspection of Structures General Perform the QC inspection and tests, attainment, the strength test is the average compressive strength of two test cylinders, tested, Standard Specifications for Road and Bridge Construction 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-2024-25/materials-manual/redline/section63v2-724.pdf?sfvrsn=e0322e93_1Section63V2-redln122
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, of the QC Plan. QC Testing and Inspection of Structures General Perform the QC inspection and tests, of two test cylinders, tested at the same age. Absorption Test ASTM C478 Section 8.2.2, pertain to the inspections, measurements, and necessary tests to substantiate Topic No.: 675-000-000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section63v2-redln122.pdf?sfvrsn=38f697c9_1Section63V2-722
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, test methods and Specifications . Makes readily available, the current certification on testing, test method: a. Perform the unit weight (density) tests of each sample taken in accordance, attainment, the strength test is the average compressive strength of two test cylinders, tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section63v2-722.pdf?sfvrsn=80b1ec59_1resolutioncosts(Current Year)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous, ) and Mechanical Analysis (FM1-T030) Per gradation $211.67 Soil Lab Test Name Quantity Test Cost, Size Analysis (AASHTO T 88) Per sample $74.28 Aggregate Lab Test Name Quantity Test Cost Coarse, $57.42 Physical Lab Test Name Quantity Test Cost Core Breaks (ASTM C42) Per Core $56.27 Chemical Lab Test Name Quantity Test Cost Acid insol (FM 5-510) Per sample $120.00 Chloride in Soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(current-year).pdf?sfvrsn=78683bec_1resolutioncosts(25-26)
Bituminous Lab Test Name Quantity Test Cost Bulk specific gravity of Compacted Bituminous, ) and Mechanical Analysis (FM1-T030) Per gradation $211.67 Soil Lab Test Name Quantity Test Cost, Size Analysis (AASHTO T 88) Per sample $74.28 Aggregate Lab Test Name Quantity Test Cost Coarse, $57.42 Physical Lab Test Name Quantity Test Cost Core Breaks (ASTM C42) Per Core $56.27 Chemical Lab Test Name Quantity Test Cost Acid insol (FM 5-510) Per sample $120.00 Chloride in Soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/qualitycontrol/guidelines/contractor/costs/resolutioncosts(25-26).pdf?sfvrsn=71aceff9_1CTQMChapter10
, inspecting and testing of the Department’s transportation infrastructure construction contract, , supervising, inspecting and testing of the Department’s construction contract work. With the assistance, that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which, includes the testimony and evidence upon which the appeal is to be based. Such TRT meetings shall, that a verbatim record of the proceedings is made, which record includes the testimony and evidence
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/old_files/ctqm151123/ctqmchapter10.pdf?sfvrsn=e49df63_0