8976 search results for test
4160601.resp
) 416-6.1.1 Adhesive-Bonded Anchors: Field test installed anchors and dowels for applications, adhesives. The Engineer may also require testing of installed anchors and dowels for other applications. Test individual anchors and dowels by proof loading in tension to 85% of the specified bond strength, opinion. Response: Clarification has been added regarding the payment for additional field tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/4160601.resp.pdf?sfvrsn=698e94ac_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp2000702sl.pdf?sfvrsn=5d34cb73_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp2000702sl.pdf?sfvrsn=4e697049_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-14) SUBARTICLE 200-7.2.2 is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests, , Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control Verification, LOT Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp2000702sl.pdf?sfvrsn=998a3a1a_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp2000702sl.pdf?sfvrsn=ba13feb2_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp2000702sl.pdf?sfvrsn=3aecb5d1_0SP2000702SL
and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality, Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp2000702sl.pdf?sfvrsn=d1a374e9_0SP2000702SL
ROCK BASE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-14) SUBARTICLE 200-7.2.2 (Page 206) is deleted and the following substituted: 200-7.2.2 Frequency: Conduct QC sampling and testing, and tests at a minimum frequency listed in the table below. Mainline Pavement Lanes, Turn Lanes, Ramps, Parking Lots, Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control, Thickness Three per LOT Witness Shoulder-Only, Bike/Shared Use Path and Sidewalk Construction Test Name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp2000702sl.pdf?sfvrsn=c0ced373_0FSTMs By Number
: The Florida Sampling and Testing Methods are provided as Adobe Acrobat PDF files and require the free, of a method, please contact the State Materials Office Quality Systems Unit. Current Test Description, FM 1-T 059 Testing Emulsified Asphalt PDF-276KB FM 1-T 084 Specific, 1-T248) Reducing Samples of Aggregate to Testing Size PDF-66KB FM 1-T 267, PDF-45KB FM 3-D 3080 Direct Shear Test of Soils Under Consolidated Drained
https://www.fdot.gov/materials/administration/resources/library/publications/fstm/bynumber.shtm5600204.impl
is deleted and the following substituted: 560-2.4 Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC-Guide 15 utilizing a Table 1 retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all, the chloride, sulfate and nitrate concentrations on all steel surfaces using soluble salts test kits, in SSPC-TU 4. Perform the tests after washing and after each applied coat of the coating system. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/5600204.impl.pdf?sfvrsn=7a87c976_09710104-724origind
strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch, Evaluation & Audit Solutions Field Test Report For standard paint, durable paint, two reactive, Solutions field test data meeting FDOT Specification requirements. Independent Laboratory Test Report Submit independent laboratory test results meeting the requirements in 971. Installation, , a sample of each component must be submitted. The Department will test hot-applied standard thermoplastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9710104-724origind.pdf?sfvrsn=83918e93_14551508-724IMPL
to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube, tube pair tested with any defect zones identified on the logs and discussed in the test report, a drilled shaft is unacceptable based on the CSL test and other testing, core the shaft to allow, conditions are met: 1. Contractor tests and verifies the polymer slurry meets the property requirements, the excavation within compliance of 455-15.8.3. 3. Slurry sampling and testing is performed at intervals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4551508-724impl.pdf?sfvrsn=2c7557cc_14551508-724origind
on the TITDS tests and other testing, or observes problems during drilled shaft construction, core, required by the Engineer, perform CSL testing in accordance with ASTM D6760. Perform the test within 25, to satisfactorily perform the testing. When a shaft contains four tubes, test every possible tube combination, is unacceptable based on the CSL test and other testing, core the shaft to allow further evaluation and repair, conditions are met: 1.Contractor tests and verifies the polymer slurry meets the property
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4551508-724origind.pdf?sfvrsn=2b33bdf9_26490700.comm
to do cone test anymore since efflux time reference is deleted and we’re just mixing to mfg, are mixing to the manufacturer’s recommendations, there is no need to test the grout fluidity anymore. We propose to strike the references to testing. Response, Comments: (11-20-15) You can remove the efflux testing requirement. The APL grouts have instructions, , then flow-cone testing should not be necessary. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/6490700.comm.pdf?sfvrsn=6cd309e8_0CM-635-01 Pull and Splice Box
a given length x width), ensure the deepest box is tested for structural load testing on full-size, with this requirement. The test report must contain: (a) Individual weights of box and cover tested; (b) Load, equipment protection test, coefficient of friction test, and all environmental tests, can be completed using, Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps): PSB002, Applicant may provide comments in this field. Physical Inspection TERL Test Cases (Steps): PSB002 (Step
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-635-01-pull-and-splice-box.docx?sfvrsn=2dcc1dee_1fm5-549
be followed when testing with a HSIP: 5.1.1 All mainline test lanes must be free of any debris, throughout the test. Use of cruise control is highly recommended. The testing speed shall be within, testing is performed. The bounce test shall be based on the schedule in Section 7.2.11. 7.2.9 Rut, that is being tested for a minimum of an additional 0.1 mile and then turn the DMI off. 8.6 Discard test, items: 10.2.1 Location and identification of test section(s). 10.2.2 Lane tested. 10.2.3 Date
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-549.pdf?sfvrsn=9b14723f_33460000.FHWA
5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, strength tests. Record the ambient air temperature during the test. Ensure that the concrete properties, of other core samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test, tests as the Department uses used for Verification QC testing. When using pressure type meters, use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/3460000.fhwa.pdf?sfvrsn=f318b94c_09290000.origind
concrete. The tests shall be performed as specified in 929-2.2. Sampling and testing of fly ash, supplier shall submit the proposed quality control plan, certified test reports from an approved, and satisfactory verification of the test results, the plant will be placed on the Department’s list of active, cementitious material shipments to be individually tested prior to incorporation into Department work, , or failure of quality control or verification test results. Repulpable bags may be accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9290000.origind.pdf?sfvrsn=e43c7fe7_09160203.FHWA
: Specification compliance testing results shall be reported for the tests in the table below, is deleted and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9160203.fhwa.pdf?sfvrsn=26ea7783_09160203.FHWA
compliance testing results shall be reported for the tests in the table below, unless noted otherwise, is deleted and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/9160203.fhwa.pdf?sfvrsn=3cecc51c_0