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CTQMChapter4
ACI CONCRETE FIELD TESTING TECHNICIAN GRADE I CERTIFIED TRAINING COURSE Test Methods, for the manufacture, testing, placement, and inspection of concrete material on Florida Department, BACKGROUND The Department has required American Concrete Institute (ACI) Concrete Field Testing, and testing data to be used in the acceptance decision or the Independent Assurance program shall be executed by qualified sampling and testing personnel", ACI Concrete Field Testing Technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/old_files/ctqm151123/ctqmchapter4.pdf?sfvrsn=7b1bb622_02005_Measuring Pavement Friction Characteristics at Variable Speeds for Added Safety
conducted standard friction tests on state roadways since 1958. The first Pavement Friction Testing Unit, is obtained from this test. All pavement friction testing currently performed by FDOT is conducted, to accommodate variable testing speeds, comparable to the speed limit of the facility being tested. 2.0, flow and distribution during testing. The units are also checked for repeatability on five test, ) July 31, 2005 4 FIG. 1-Typical FDOT Pavement Friction Testing Unit Performing a Test FIG. 2-Ribbed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2005_measuring-pavement-friction-characteristics-at-variable-speeds-for-added-safety.pdf?sfvrsn=37243490_1Draft Cove Rd. CRAS 2024-2-2 flat
within the archaeological APE. Nine shovel tests were excavated. No cultural material was recovered, Tests and Field Conditions Appendix B: FMSF Forms Appendix C: Survey Log Cultural Resource, Shovel Test No. 3 Towards Eastern End of Project Area, facing Southwest, : Archaeological APE from Shovel Test No. 5, South Side of Cove Road, . . . . . . . . . . . . 49 Figure 14: Archaeological APE from Location of Shovel Test No. 7, on West Side of Project Area, facing Southwest
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/draft-cove-rd-cras-2024-2-2-flat.pdf?sfvrsn=78155a67_14551508-724FHWA
: If the Engineer determines a drilled shaft is unacceptable based on the TITDS tests and other testing, testing in accordance with ASTM D6760 within 25 days of completion of the shaft. Perform the test, to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube, log for each tube pair tested with any defect zones identified on the logs and discussed in the test, determines a drilled shaft is unacceptable based on the CSL test and other testing, core the shaft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4551508-724fhwa.pdf?sfvrsn=749486ee_21050813.origind
testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, testing of instrumented piles and test piles in the field. When EDCs will be used to monitor piles, . Provide qualified and trained personnel to perform foundation testing, inspection, testing, load testing and non-destructive testing personnel to be used on the project for acceptance, of data from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/1050813.origind.pdf?sfvrsn=7d28307d_01050000.D01.FHWA
laboratories. Technicians who test concrete properties or perform Verification testing, curing, compressive strength testing, and the recording/reporting of all test data. 105-85.7.4 Concrete, rmance of required QC tests and statistical evaluation of QC test results. 105-85.8 Supervisory, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, . 105-1.1.1 Submission of Materials Certification and Reporting Test Results: Provide certifications prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1050000.d01.fhwa.pdf?sfvrsn=a4d1d621_01050000.d01.fhwa
laboratories. Technicians who test concrete properties or perform Verification testing, curing, compressive strength testing, and the recording/reporting of all test data. 105-85.7.4 Concrete, rmance of required QC tests and statistical evaluation of QC test results. 105-85.8 Supervisory, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, . 105-1.1.1 Submission of Materials Certification and Reporting Test Results: Provide certifications prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1050000.d01.fhwa19152e61ef1442aca5bfea608ea7ba59.pdf?sfvrsn=4c663498_0SP3301206
completion of the testing, the Engineer will furnish a test report documenting the RN of each, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser Profiler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp3301206.pdf?sfvrsn=f05603f8_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/3300126sp.pdf?sfvrsn=dbaf5c9f_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/3300126sp.pdf?sfvrsn=4c80495_0D3300126.do
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d3300126.do.pdf?sfvrsn=fa81a43b_03300126SP
into 0.1 mile [0.1 km] LOTs. Upon completion of the testing, the Engineer will furnish a test report, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour [80 km per hour]. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/3300126sp.pdf?sfvrsn=8e46a9c7_0SP3301206
completion of the testing, the Engineer will furnish a test report documenting the RN of each, ) is expanded by the following new Subarticle: 330-12.6.1 Acceptance Testing for Pavement Smoothness by Laser Profiler: The Department will perform acceptance testing on the completed pavement surface, hour. Testing will be performed on mainline traffic lanes only. Ramps, acceleration and deceleration lanes, bridge approaches, and other areas not suitable for testing with the Laser Profiler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp3301206.pdf?sfvrsn=65f22382_04550300.origind
the final capacity of every pile. 455-5.12.4 Dynamic Load Tests: Dynamic load testing consists, Static Load Tests: Static load testing consists of applying a static load to the pile to determine its, . 455-5.12.7 Structures Without Test Piles: For structures without 100% dynamic testing or test, . Except for test piles which are to be statically or Statnamically load tested, drive test piles, are to be statically or Statnamically load tested as anticipated for the production piles. When test piles attain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550300.origind.pdf?sfvrsn=b9ceae53_09950000.origind
. During testing the reflectors shall be spun so as to average orientation effect. If a test distance, will be considered acceptable. (b) Heat-Resistance Test: Three reflectors shall be tested for four hours, the specific brightness minimum shall constitute failure of the reflector being tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure of the LOT. Observation, % of the value shown above for crystal. (c) Optical Testing Procedure: The reflex reflector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9950000.origind.pdf?sfvrsn=ef3c24b2_09950000.fhwa
shown above for crystal. (c) Optical Testing Procedure: The reflex reflector to be tested shall, will be considered acceptable. (b) Heat-Resistance Test: Three reflectors shall be tested for four, brightness minimum shall constitute failure of the reflector being tested. Failure of more than two reflectors out of 50 subjected to test shall constitute failure of the LOT. Observation Angle, center to aperture center shall be 2.1 inches for the 0.1 degree observation angle. During testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9950000.fhwaeaad3b42f022444b973c7551d63ef071.pdf?sfvrsn=ab9d6b33_09230000.comm
: (5-7-10) In the last paragraph, i.e., "Ensure the water test results from the testing lab are submitted, for structural concrete. The requirement to “Ensure the water test results from the testing lab, be allowed 14 days for completion of tests”. Even this did not allow much leeway as the mortar test, test results within 14 days of the sampling? How can this be enforced if DOT does not know when, . 923-2.2 Initial Sampling and Testing Frequency: Approval: Open bodies of water and well water shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9230000.comm.pdf?sfvrsn=b62ba7c5_09230300-722origind
be tested before use and shall not exceed the limits in Table 923-1: Table 923-1 Chemical Test Test, is deleted and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis shall be performed in accordance with the test methods listed in Tables 923-1, may be used as an alternative method for sulfates. The test method used shall be included, and Well Water : Open bodies of water and well water shall be tested before use and shall not exceed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9230300-722origind.pdf?sfvrsn=fd176264_21620000Respon
6-9 that can provide what is being requested above. At this time our test procedures are written for corrosion test only. This type of testing would have to come from a laboratory that runs the agriculture test and could provide this type of test results. Response: Revised to “laboratory, have notice under 162-5.1 that the testing for organic matter content, pH and primary macronutrients (N, P, K) and secondary macronutrients (S, Ca, Mg). Acquire the from the soil testing laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000respon.pdf?sfvrsn=f339f10_04550510.comm
of using either EDCs or externally connected instruments for dynamic load testing on test piles, with no separate payment for the option chosen. New SP4550512 requires EDCs in test piles only, for either EDC or instruments for dynamic load testing. If the contractor is given the choice, we probably, SP4550510A (with test piles) and revised SP4550510B (without test piles) require the use of EDCs in production and/or test piles and will be used only when authorized by the State Geotechnical Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/4550510.comm.pdf?sfvrsn=de9484b3_0