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QF-671-01-1 ATC 5201 7.7.1-7.10.3 Checklist
are for the Vibration Tests. 1 7.8 (NEMA TS2 2.2.8.2) Test equipment meets the stated requirements. FORMDROPDOWN, frequency has been recorded in accordance with NEMA TS2 Section 2.2.8.3 Item 4, equally divide the test period of 1 hour between the resonant frequencies. The total time of the endurance test is limited, FORMTEXT Init.: FORMTEXT The following criteria are for the Shock (Impact) Tests. 6 7.9 (NEMA TS2 2.2.9.2) Test equipment meets the stated requirements. FORMDROPDOWN Document Review
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tested for every soil type for pH by a Department approved independent testing laboratory prior, of organic material, as determined by FM 1-T267 and by averaging the test results for three, if an individual test value exceeds 3.0%. Usebackfill with a maximum plasticity index of six as determined, , as determined by FM 1-T267 and by averaging the test results for three randomly selected, or stockpile unsuitable for construction of the reinforced fill volume if an individual test value exceeds
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1450200.fhwa.pdf?sfvrsn=8ff23933_0Asphalt-Asphalt Acceptance - Musselman
• Payment based on Contractor’s Q u a l i t y C o ntrol test data that has been validated by the Department • FDOT runs verification tests at a lesser frequency to validate the QC results • Payment, of Transportation QC Te sting at Plant QC randomly tests one per sublot. VT randomly tests one split per lot, • If not….samples go to Resolution testing – District Materials Office Florida Department of Transportation Ve r i f i cation Te sting Sublot 1 Sublot 2 Sublot 3 Sublot 4 LOT = 4 0 0 0 To n s QC tests one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-spring-construction-academy/asphalt-asphalt-acceptance---musselman.pdf?sfvrsn=6006bb8a_1Asphalt Acceptance Musselman
• Payment based on Contractor’s Q u a l i t y C o ntrol test data that has been validated by the Department • FDOT runs verification tests at a lesser frequency to validate the QC results • Payment, of Transportation QC Te sting at Plant QC randomly tests one per sublot. VT randomly tests one split per, • If not….samples go to Resolution testing – District Materials Office Florida Department of Transportation Ve r i f i cation Te sting Sublot 1 Sublot 2 Sublot 3 Sublot 4 LOT = 4 0 0 0 To n s QC tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2025-fall-construction-academy/asphalt-acceptance-musselman.pdf?sfvrsn=a00683b5_14551206-722FHWA
performance tests within the costs of temporary sheet piling. Please review and transmit your, wales, anchor bars, dead men, soil anchors, proof tests, performance tests, creep tests, and other, , and including wales, anchor bars, dead men, soil anchors, proof tests, performance tests, creep tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4551206-722fhwa.pdf?sfvrsn=39a96868_2fdot-be932-sum
then performed proof-of-concept testing at the university’s laboratory to evaluate the techniques on small- scale specimens. The project also included large-scale testing at FDOT’s Structures Lab, -point bending tests. Project Conclusions and Benefits This project concluded that ultrasound coda, . Formoreinformation,pleaseseefdot.gov/research . Testing setupforsmall-scale50-kHzand
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be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all, in the joint, the remainder of the joint shall be tested. Perform Magnetic Particle Testing, by the following. Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT) on full penetration groove welds at the following frequency (use the AWS D1.1 Tubular, Criteria). If discontinuities are found, the remainder of the welds on the members shall be tested
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. Recommended Usage Note: Use for projects with non-crash tested sound barriers Estimated fiscal, , assume responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5340000.origind.pdf?sfvrsn=cde43619_05600000.comm
560-7.5; Per this section salt tests are required after washing & between each coat. Please consider, for new zinc primed steel, that after the initial tests are performed prior to the first coat subsequent tests will be required between coats only if the time between coats exceeds 30 days or some other time at the states discretion. This will reduce the cost of testing. Keep in mind that testing requires not only the personnel and countless tests kits but the equipment to access the area
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5600000.comm.pdf?sfvrsn=7b35ea33_05600000.comm
560-7.5; Per this section salt tests are required after washing & between each coat. Please consider, for new zinc primed steel, that after the initial tests are performed prior to the first coat subsequent tests will be required between coats only if the time between coats exceeds 30 days or some other time at the states discretion. This will reduce the cost of testing. Keep in mind that testing requires not only the personnel and countless tests kits but the equipment to access the area
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5600000.comm.pdf?sfvrsn=db53cb7f_05560102.FHWA
by the owner. If the owner does not require pressure testing, the Engineer may require at least one test, test required (2) Dimensional tolerances only Unless otherwise tested and approved, one test. 556-4.3.2 Drainage Application Testing (Under Pavement): When under pavement (including, (RTRP) ASTM D2996 or ASTM D2997 ASTM D2996 or ASTM D2997 (1) No hydrostatic test required (2) Dimensional tolerances only Unless otherwise tested and approved by the Department, only use
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tested in accordance with AASHTO T358. 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, for the required plastic and hardened property tests. Cure the field trial batch specimens similar to the standard laboratory curing methods. Submit the resistivity test specimens at least 7 calendar days prior to the scheduled 28 day test. The average resistivity of the three cylinders, eight
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995 DEMOUNTABLESIGNFACEMATERIALS-CERTIFICATION. (REV11-27-00)(FA3-7-01)(1-02) ARTICLE995-3(Page976)isdeletedandthefollowingsubstituted: 995-3Certification. TheContractorshallprovidetheEngineeracertifiedtestreportfrom the manufacturer of the demountable sign face materials confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for entrance angle, observation angle, specific brightness
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982 COMMERCIALFERTILIZER - CERTIFICATION. (REV11-27-00)(FA3-28-01)(1-02) SECTION982(Page951)isexpandedasfollows: 982-2Certification. TheContractorshallprovidetheEngineeracertifiedtestreportfrom the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur. Each
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3340102 SUPERPAVE ASPHALT CONCRETE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (5-22-17, Internal) I thought that we were not including test method dates unless the test method was changed and we were still working on the FM. Those dates (-13, -14, 2015, etc.) should be removed. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/3340102.comm.pdf?sfvrsn=b64ef95e_09160203.comm
9160203 BITUMINOUS MATERIALS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Karen Byram 414-4353 karen.byram@dot.state.fl.us Comments: (5-22-17, Internal) I thought that we were not including test method dates unless the test method was changed and we were still working on the FM. Those dates (-13, -14, 2015, etc.) should be removed. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/9160203.comm.pdf?sfvrsn=ac7dd7f8_09700000.resp
9700000 MATERIALS FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE COMMENTS FROM INTERNAL/INDUSTRY REVIEW Maria Connolly 954-934-1209 maria.connolly@dot.state.fl.us Comments: (11-20-15) 970-1 Retroreflective Pavement Markers (RPM): Suggest changing "The Department will test all retroreflective pavement markers in accordance with FM 5-566." to "The Department will test all RPMs in accordance with FM 5-566." Response: Agree. Change made ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9700000.resp.pdf?sfvrsn=bc3f57f1_0Mix Designs
Mix Designs Asphalt Mix Design Part 1 Creating and Initiating the Mix Design Video (17:20) Asphalt Mix Design Part 2 Entering the Test Data Video (12:31) Asphalt Mix Design Part 3 Revising a Mix Design Video (12:30) Concrete Mix Design Part 1 Creating a Mix Design and Entering Test Data Video (28:11) Concrete Mix Design Part 2 Revising an Existing Mix Design Video (28:11)
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/mix-designs/mix-designs9320100.impl
or discontinuities and without damage to the material. Materials for pavement joints shall be tested according, perpendicular to the side of the sealant showing the defect. At least two test samples in a group of three, perpendicular to the side of the sealant showing the defect. At least two test samples in a group of three, datasheets, performance test reports from an independent laboratory showing the product meets, a manufacturer’s product is tested and approved by the Department using a primer, primer
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Manufacturing Facilities: 105-5.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician certification. 105-5.11.1.4.2: Batch
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