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Section 9.2 VII-122
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, ). Inform the DMRE at least 48 hours before performing such tests. Perform slump loss testing, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-9-2-vii-122.pdf?sfvrsn=401b5686_2Section9.2V2-721cln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results, at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/section9-2v2-721cln.pdf?sfvrsn=acbd2e93_2Section92V2-722cln
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, before performing such tests. Perform slump loss testing of the drilled shaft mix using qualified, Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan. Reports, of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants that supply concrete, strength acceptance criteria. Perform materials sampling and testing in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section92v2-722cln.pdf?sfvrsn=611ec496_2Section92V2-724cln
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, . The strength test data represents either a group of at least 30 consecutive tests, the DMRE at least 48 hours before performing such tests. Perform slump loss testing of the drilled, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan. Reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section92v2-724cln.pdf?sfvrsn=74f18d00_1Section92V2-724
Society 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, . The strength test data represents either a group of at least 30 consecutive tests or a statistical average, design changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must, Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan. Reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section92v2-724.pdf?sfvrsn=df65ee91_1Specrev4
for test piles which are to be statically (or Statnamically) load tested, drive test piles, reaching practical refusal first. For test piles which are to be statically (or Statnamically) load tested, set-check will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests, tested, drive test piles their full length or to practical refusal. Build up test piles which have, -check will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jan11/specrev4.pdf?sfvrsn=99ea1b3e_0Specrev4
for test piles which are to be statically (or Statnamically) load tested, drive test piles, reaching practical refusal first. For test piles which are to be statically (or Statnamically) load tested, set-check will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests, tested, drive test piles their full length or to practical refusal. Build up test piles which have, -check will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/revisions/jan11/specrev40cf8e87a763a4a0088af6c6b0d04474d.pdf?sfvrsn=4a72321a_0SS7810000
also be tested when the TMC or laptop computer prompts a pixel test. Ensure that a log file can, for inspection and maintenance. Provide labeled test points for checking essential voltages. Ensure, . Ensurethattheventilationsystem is automatically tested once eac day, and that it may be tested on command, ) requirements as detailed in Test Method A of the CIE 127 (1997) standard. Provide the LED, of certification from the LED manufacturer that demonstrates testing and binning according to the CIE 127
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss78100008a0dfb56f25d48da8f0085a35ee4d49e.pdf?sfvrsn=431eeb4c_0GL-07A (17-18) (Clean)
approved and the technicians performing Quality Control, Verification, and Resolution tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5, 105-8, and 330-2] 15. The testing, multiple tests being run simultaneously by two technicians. [Spec. 320-2] 17. The lighting, of the laboratory testing equipment is performed in accordance with manufacturer’s recommendations, is furnished with the necessary sampling and testing equipment and supplies for performing quality control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-07a-(17-18)-(clean).pdf?sfvrsn=a5c9472f_0GL-07A (18-19) (Clean)
approved and the technicians performing Quality Control, Verification, and Resolution tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5, 105-8, and 330-2] 15. The testing, multiple tests being run simultaneously by two technicians. [Spec. 320-2] 17. The lighting, of the laboratory testing equipment is performed in accordance with manufacturer’s recommendations, is furnished with the necessary sampling and testing equipment and supplies for performing quality control
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-07a-(18-19)-(clean).pdf?sfvrsn=3bc6cdf1_0SS7810000
are readily accessible for inspection and maintenance. Provide labeled test points for checking essential, is automatically tested once each day, and that it may be tested on command from remote and local control, Full Matrix Display Module: Assemble display modules to racters. at 00 as or ure s a pixel test, with the International Commission on Illumination’s (CIE) requirements detailed in Test Method, that demonstrates testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i x e l c o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7810000.pdf?sfvrsn=93bdf472_04000705.comm
. The approval of the aluminum for truck chutes will open the door for the use of aluminum in the testing, ) of the structure where the concrete is placed and represented by strength tests. The intent, of the placement location of QC sample. The placement locations of QC samples are in the test cylinder, of concrete represented by strength test cylinders can be identified, location represented by QC sample strength tests can be identified in case deficient strength .... It
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4000705.comm.pdf?sfvrsn=ffa3f8f7_0Section62V2-725
for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test, that the testing equipment is properly maintained in accordance with the applicable test methods, shall include the QC test methods, inspections, and minimum frequency of tests that are used, sizes above 96” must be tested on each individual size. Table 2 Hydrostatic Test Approval Size, (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL), Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section62v2-725.pdf?sfvrsn=b8ba699f_1Section62V2-725redln
for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test, that the testing equipment is properly maintained in accordance with the applicable test methods, shall include the QC test methods, inspections, and minimum frequency of tests that are used, sizes above 96” must be tested on each individual size. Table 2 Hydrostatic Test Approval Size, (AASHTO), Part I Specifications, and Part II Tests Approved Product List (APL), Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/redline/section62v2-725redln.pdf?sfvrsn=4351a47f_11600000.impl
testing. If the Resolution test results satisfy the required criteria, material from that source, with FM 5-515. Ensure all of the tests achieves the LBR value shown in the table below. Continue testing, and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification, . 160-2.2 Local Material: Submit test results to the Engineer at least 14 days prior to the stabilization operation. 160-2.2.1 Local Stabilizing Material: Sample and test material from each source
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/1600000.impl.pdf?sfvrsn=1bd07da7_03460902SL.impl
Sampling Frequency for Quality Control Tests: Asaminimum, sample and test concrete of each design mix, for the same mix design, describe the method of sampling, testing and LOT numbering in the QC Plan, number generator, and may perform additional Independent Verification tests. All QC activities, strength test results from the same mix design for a Class IV or higher class of concrete, test results from the same mix design for a Class III or lower class of concrete is produced
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902sl.impl.pdf?sfvrsn=c8f725da_09340000IMP
and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: Making and Curing Concrete Test Specimens in the Laboratory, ................................................... ASTM C 940 934-4 Requirements. When tested as provided in 934- 3, the grout shall meet the following requirements: Property Test Value Compressive, Products List (QPL). Materials included on the QPL require no additional testing. Materials remaining
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plant produced Superpave mix prior to testing (which is not permissible under current AASHTO Test, to enough jobs to really test the QC2000 spec. than we did with the inception of Superpave. Is the word, were made for reasonable assurance that the revised specifications could be tested on other, and 2, Mix Designer, and QC Manager. The Level 1 Qualifications are focused on testing. Level 2 Qualification on construction practice. There are 3 self studies in asphalt testing, plant operation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2000/dce0400a.pdf?sfvrsn=98a8067a_0Section92V2-725
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, Department of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants, Section 346 and this guide will be accepted based on the proper certification, QC testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section92v2-725.pdf?sfvrsn=48a9d84e_1Section92V2-725redln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, ), Part II Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan, Department of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants, Section 346 and this guide will be accepted based on the proper certification, QC testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/redline/section92v2-725redln.pdf?sfvrsn=1064258e_1