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3301200SS
being tested. The Engineer may require additional testing at other locations within the lane, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance with FM, and the Design Standards Index Nos. 607 or 619 during all testing. When traffic control cannot be provided, . 330-12.4.4 Process Control Testing: Assume full responsibility for controlling all paving operations, and time of all straightedge testing a minimum of 48 hours before beginning testing. 330-12.4.5.2
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. 105-5.11.1.4.1,The ACI, Strength Testing Technician should be adequate to perform compressive strength testing, of flexible pipe manufacturing and testing will get less attention than necessary. By requiring, ? 105-5.11.1.4.1 Additional Requirements for Testing Personnel and Batch Plant Operator Why does the Department find it necessary to have requirements for testing staff and oversight of batching
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/1050511comm.pdf?sfvrsn=7b37abcd_07020400.FHWA
. Conduct field tests in accordance with FM 5-541 and ASTM E 2177 (Bucket Method).Take test readings, (Bucket Method) for wet recovery. The Department reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. The test readings should be representative, on either side of the existing line is visible. Conduct field tests in accordance with FM 5-541 and ASTM E 2177 (Bucket Method).Take test readings representative of the striping performance. Remove
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962. Supply test results from the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed by an independent testing laboratory according, in the prequalification test. Components manufactured from polyurethane compounds are not permitted, full-size specimens have been subjected to full life- cycle fatigue testing. Obtain all joint system, subcomponents meeting the testing requirements of this Section. Except for sliding plates, Pprovide
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tanks with a sampling device. 336-5 Testing and Certification Requirements. 336-5.1 Blending, , ground tire rubber quantity in pounds (kilograms), and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder, for testing from the discharge piping exiting the storage tank, prior to its incorporation into the mix. Obtaintheviscosity testing equipment specified in FM 5-548 and make it available to the Engineer
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testing of one or more test cylinders for controlling the time of execution of the various, on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing will be included in the bid items for the various precast
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strength is at least 2,500 psi [17 MPa]. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346, designs if satisfactorily tested in accordance with the current AASHTO requirements. 700-2.3.3, test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports for one base
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psi [17 MPa]. Determine concrete strength from tests on a minimum of two test cylinders, tested, breakaway designs if satisfactorily tested in accordance with the current AASHTO requirements, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole size
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psi [17 MPa]. Determine concrete strength from tests on a minimum of two test cylinders, tested, breakaway designs if satisfactorily tested in accordance with the current AASHTO requirements, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole size
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), tests involving a number of countermeasures using Intelligent Transportation Systems (ITS) technologies, effective and informing WWD countermeasures through analysis of existing data and studies, field testing, , tests involving a number of countermeasures using Intelligent Transportation Systems (ITS, . The countermeasures tested and evaluated included: 1. Newly-developed signing and pavement marking, for this project: analysis of existing data and studies, field testing using focus groups, a public
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. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide, soil reinforcement, use backfill that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble sulfate
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within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement, reinforcement, use backfill that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble sulfate
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and 120 except as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing, -chemical test criteria for determining corrosiveness: Criteria Test M e t h o d R e s i s t i v i t y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/5480000.impl.pdf?sfvrsn=12bfa11c_0September 11, 2024
Important Letting Documents Full Advertisement Bid Items DBE Availability Fuel Allocation Work Class Breakouts Plans & Proposal Holders Mandatory Pre-Bid Meeting Attendance Supplements All vendors wishing to do business with any State agency must register at the following web site: My Florida Market Place Proposal ID County Major Work Type Addendum E7U04-R0 Hillsborough Pond Modification NPDES - Environmental Test/Mitigate E7U08 Hillsborough Resurfacing, Signing/Pavement Markings, and Urban
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-d7-lettings-2024/september-11-2024September 13, 2023
Important Letting Documents Full Advertisement Bid Items DBE Availability Fuel Allocation Work Class Breakouts Plans & Proposal Holders Mandatory Pre-Bid Meeting Attendance Supplements All vendors wishing to do business with any State agency must register at the following web site : My Florida Market Place Proposal ID County Major Work Type Addendum E7Q24-R0 Hernando, Pasco BDIPond Modification NPDES - Environmental Test/Mitigate E7Q35 Hillsborough Resurfacing Prequalification required
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-d7-lettings-2023/fd14bc50-6aeb-41ff-9c11-da8ff4a1ef02StraightedgeReport67506010
Date: ____________________ Page _______ of _______ District: County/Section No.: FIN I.D. No. Type of Mix: Type of Pavement: Structural Friction Type of Straightedge: 15' Rolling Straightedge 15' Manual Straightedge Contractor: Engineer: FDOT CEI: PROPOSED DISPOSITION CODE State of Florida Department of Transportation WIDTH Asphalt Pavement Straightedge Test Report STATION TO STATION LANES DESCRIPTION OF DEFICIENCIES OR SURFACE PROBLEM(S) 675-060-10 CONSTRUCTION 03/08 REMARKS
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926 EPOXYCOMPOUNDS–QUALIFIEDPRODUCTS LIST. (REV8-13-09)(FA9-29-09)(7-10) SUBARTICLE926-2.2(PAGE855)isdeletedandthefollowingsubstituted: 926-2.2Qualified Products List: All epoxy materials shall be one of the products listed on the Department’s Qualified Products List (QPL). Manufacturers seeking evaluation of their products shall submit product data sheets, performance test reports from an independent laboratory showing the product meets the requirements of this section, an infrared
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. Whenrubbergasketsaretobeinstalledinthepipejoint,thegasketshall bethesole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints, ,thegasketshall bethesole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints must
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certified test reports, and written certification that the product meets the requirements of this Section
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1450302 All Jobs 1450302 GEOSYNTHETIC REINFORCEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Neil Monkman neil.monkman@wrightg.com Comments: (6-26-12) As long as revisions are being considered for the 2nd paragraph I believe it should be made clear in this paragraph to state "...three randomly selected REPRESENTATIVE samples..." Currently the specification seems to allow the sampler to obtain a sample that may not be representative of the entire stockpile. Understanding that FM test
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