9191 search results for test
SS4530000
Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, of at least 4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must, the requirements of ASTM C881. For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time) and Contact Strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss4530000.pdf?sfvrsn=cf0c208b_0SS4530000
psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must be in accordance, the requirements of ASTM C881. For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time) and Contact Strength, Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4530000.pdf?sfvrsn=f42d9dfc_0SS4530000
psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must be in accordance, the requirements of ASTM C881. For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time) and Contact Strength, Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss4530000.pdf?sfvrsn=e09c6a97_02000000.comm
feet and increasing the distance/total number of tests - how does one handle a project that is built, to to be a push toward larger Lots and longer consecutive distances before reduced testing is an option, technician to perform the QC testing (CTQP certified techs are identified in the QC Plan), etc. We feel, production rates than traffic areas. As a result the ratio of testing to area of in-place material may, area rather than days production. * The proposed verification testing requirement is 1 per 4 QC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/2000000.comm.pdf?sfvrsn=3ff76036_0T1393-197701-4-DifferingConditions-EndBent4-DrilledShaft1
Foundation Testing (AFT) recommended that a statnamic load test be performed for acceptance of the drilled, test because CSL tests could not be performed in the shaft. Case addresses these arguments, to construct a total of 19 drilled shafts, including one test shaft and 18 permanent shafts, which were, practicable means of proving conformance of the shaft were taking core samples or performing a load test, load test. Case notified FDOT (via letter to Denson) of Case’s intent to submit a claim
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d1/2012/t1393-197701-4-differingconditions-endbent4-drilledshaft1.pdf?sfvrsn=95139101_21050806-724origind
performing plastic property testing on concrete for materials acceptance at the project jobsite are qualifiedpossess a CTQP Concrete Field Technicians Level 1 qualification. Plastic property testing, and testing to confirm specification compliance prior to beginning concrete placements, ensuring timely, samples to the designated laboratories. Ensure that personnel performing plastic property testing on self-consolidating concrete (SCC) possess an ACI Self- Consolidating Concrete Testing Technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1050806-724origindcca3149c-cc2c-441c-bdb2-f8a50a7efb1e.pdf?sfvrsn=1fe87f06_11050806-724origind
performing plastic property testing on concrete for materials acceptance at the project jobsite are qualifiedpossess a CTQP Concrete Field Technicians Level 1 qualification. Plastic property testing, and testing to confirm specification compliance prior to beginning concrete placements, ensuring timely, samples to the designated laboratories. Ensure that personnel performing plastic property testing on self-consolidating concrete (SCC) possess an ACI Self- Consolidating Concrete Testing Technician
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/1050806-724origind.pdf?sfvrsn=4778ff12_1Section111-102714 7-15
Fabrication Inspection and Testing of Structural Metal Products 11-1-1 Topic No.: 675-000-000, 27, 2014 CHAPTER 11.1 FABRICATION INSPECTION AND TESTING OF STRUCTURAL METAL PRODUCTS 11.1.1, , Certification of Welding Inspectors Fabrication Inspection and Testing of Structural Metal Products 11-1-2, Products Revised: October 27, 2014 American Society for Nondestructive Testing (ASNT) SNT-TC-1A, Performance Criteria for Personnel Performing Nondestructive Testing Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/july-2015/materials-manual/section111-102714-7-15.pdf?sfvrsn=8370167_11050808.origind
Manufacturing Facilities: 105-8.8.1.1 Testing Personnel: Ensure personnel performing tests have the following certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel performing laboratory compressive strength testing must, Facilities: 105-8.10.2.4.1 Testing Personnel: Ensure personnel performing tests have the following, onsite QC inspectors/technicians to provide complete QC inspections and testing. Ensure the plant
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/1050808.origind.pdf?sfvrsn=db961f50_0DCE16-16
cylinders to be tested by the Concrete Producer’s or the Contractor's qualified laboratory. THREE will be tested for 7-day results, and THREE will be tested for 28-day results. If the producer, day test results to the State Materials Office. Whenever overdesign strength is reached, the new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2016/dce16-16.pdf?sfvrsn=d1438ab9_0DCE09-17
inspector will cast a minimum of SIX extra 4x8 cylinders to be tested by the Concrete Producer’s or the Contractor's qualified laboratory. THREE will be tested for 7-day results, and THREE will MATERIALS BULLETIN NO. 08-17 DCE MEMORANDUM NO. 09-17 Page 2 be tested for 28-day results. If the producer, and 28 day test results to the State Materials Office. Whenever overdesign strength is reached, the new
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2017/dce09-17.pdf?sfvrsn=1e67041_04001704.origind
, if implemented: There should be a reduction in the cost to test since the required testing, : Thisrevision will further clarifiesy the test method and specific acceptance requirements when, typically used to test beams will not be needed. Minimal impact because this is a clarification, and 400-17.3, test beams or cylinders may be cast from representative concrete and cured identically with the concrete in the corresponding structural component. Make the test beams in accordance with ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001704.origind.pdf?sfvrsn=439129a7_05480000.comm
: What is “independently certified test reports” referring to? The labs that perform these tests, soil testing laboratory or testing agency. Ensure test data includes all sizes and types of soil, the results of short and long term connection capacity testing. Tests must be performed in accordance, reinforcement coverage is not possible to determine in a lab with conventional testing protocols, hence, testing is only required on metallic reinforcement. pH testing is required for all reinforcement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/5480000.comm.pdf?sfvrsn=38e9bb73_0SDO - Structures Design Office - Completed Research Projects
Testing of GRS Test Piers Constructed with Florida Aggregates - Axial Load Deformation Relationships, , Marcus 1/1/2008 Aluminum Picket Weld Test Potter, Will FDOT Ansley, Marcus 8/1/2007 Testing, 5/31/2017 Non-Destructive Testing (NDT) of a Segmental Concrete Bridge Scheduled for Demolition, 10/11/2016 Full-Depth Precast Deck Panel Testing Young, Vickie FDOT Golabek, Dennis 10/7/2016 Tongue, Pendulum Impact Testing of Metallic, Non-metallic, and Hybrid Sign Posts Consolazio, Gary University
https://www.fdot.gov/structures/structuresresearchcenter/completedresearch.shtmGL-10D Post Tensioning (18-19)
be mixed with the specified water. Fluidity must be determined through fluidity testing and maintained per manufacturer’s limits. Wick induced bleed tests must be performed. Grouts that are more than, ] 13. PT Systems must be approved by the State Structures Design Office and required test reports must, and tested, others must be certified, and some require LOT number identification at all times. [Spec. 462-6] 15. The Tendon Modulus of Elasticity Test is required if stated in the Contract Documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-10d-post-tensioning-(18-19).pdf?sfvrsn=d54908f0_09160000.comm
of the quantity of tests ran and the additional equipment and labor needed to complete testing, on to the aging and testing. I think the test could be useful for forensics or perhaps annual qualification, of the test and the lab testing. Response: 2. All varieties of REOB/VTAE are not created equal, regarding reporting of Specification Compliance and Quality Control test results. The verbiage in red states that results from SC and QC testing shall be reported within 5 days and 24 hours of sampling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/9160000.comm.pdf?sfvrsn=97254234_0120LAP.impl
envelope if a test section demonstrates the required density can be achieved. Approval will be based on five passing density tests over the test section consisting of a lift of backfill from structure to structure. The Engineer will identify the test section with the compaction effort and soil, test method listed in 120-9.3. 120-9.3 Density Testing Requirements: Compliance with the requirements, classification, construct a new test section. The Engineer reserves the right to terminate the Contractor’s use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/120lap.impl.pdf?sfvrsn=cdfe3571_09710000.resp
paul.gentry@dot.state.fl.us Comments: The test method ASTM D522, referred to in 971-3.3 and 971-4.3 shows up on the SMO, 850-414-4118 paul.gentry@dot.state.fl.us Comments: 971-8.3 Flexibility test "Fed-Spec TT-P-115D" is being, : Flexibility is being removed as one of the physical properties to be tested for two component reactive, C.P.M. Phone: (850)414-4118 paul.gentry@dot.state.fl.us Comments: The new test method for Bleed, . This test method describes how to prepare a panel for evaluation. The very subjective method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9710000.resp.pdf?sfvrsn=4eb12b8e_09960202-723impl
environmental tests to the box and its cover. 2. All flexural testing shall be conducted, testing pull and splice boxes of various sizes (width x length x depth), the cover impact test, internal equipment protection test, coefficient of friction test, and all environmental tests, can, shall perform all required functions during and after being subjected to the environmental testing, subjected to the environmental testing procedures described in NEMA TS 2 2021, Sections 2.2.7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9960202-723impl.pdf?sfvrsn=e5910157_19960202-723origind
: 1.Apply all environmental tests to the box and its cover. 2.All flexural testing shall, required functions during and after being subjected to the environmental testing procedures, subjected to the environmental testing procedures described in NEMA TS 2 2021, Sections 2.2.7, 2.2.8., to the environmental testing procedures described in NEMA TS2 2021, Sections 2.2.7, 2.2.8, and after being subjected to the environmental testing procedures described in NEMA TS2 2021
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9960202-723origind.pdf?sfvrsn=9d57c33a_1