9037 search results for test
D1800000.DO
will determine the rate of spread from laboratory tests of blends of roadway material sampled after, using test sections described below. Approximately 30 days before beginning stabilized subbase, to provide up to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain, density acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1800000.do.pdf?sfvrsn=73bab271_01800000SP
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm, acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T 180
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1800000sp.pdf?sfvrsn=7381e259_01800000SP
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, to four subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm, acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D of FM 1-T 180
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/1800000sp.pdf?sfvrsn=2bec5290_0SP1800000
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm and unyielding, . The minimum density acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp1800000.pdf?sfvrsn=c5ae1838_0SP1800000
the rate of spread from laboratory tests of blends of roadway material sampled after roadbed grading, section of the project. The Engineer will verify the rate of spread as to field performance using test, subsections. During the 30 day period, the Engineer will evaluate the test section based on appropriate sampling, testing and observation of the subbase’s capability to remain firm and unyielding, . The minimum density acceptable is 98% of the maximum density determined by FM 1-T 180. Use Test Method D
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp1800000.pdf?sfvrsn=1f34970a_0SS7090000
random samples of the materials in accordance with the Department’s Sampling, Testing and Reporting, with the manufacturer’s instructions or as directed by the Engineer. Conduct field tests, to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss7090000.pdf?sfvrsn=31393a3d_0DgnStds2StdPlans.origind2
long test section. 120-10.1.4.3 Soil Classification: Perform soil classification tests, . Otherwise, the Engineer will test the sample retained for Resolution testing. The SMO or an AASHTO, No. 505120-001. Otherwise, the Engineer will test the sample retained for Resolution testing, . The material will be sampled and tested in accordance with FM 1-T267. If the Resolution test results, of construction operations, sample and test the prepared soil layer at a testing laboratory qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/dgnstds2stdplans.origind2.pdf?sfvrsn=3f986974_0Configuration Management Plan
to the Component Testing stream where all of the development efforts can be tested together. Once the changes, ............................Acceptance Test Plan CDRL .........................Contract Data Requirements List CM, 2.BaselineIdentification 2.1SoftwareIdentification SwRIwilldevelop,test and deliver under the SunGuideSMD contract, in-process review of code o Integration testing will omit FDOT Software Integration Case Procedures (SICP) Dry Run 1 o Normal Acceptance Test Cycle • Minor Release (e.g. 6.0.1). Minor releases
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/projectmanagement/configuration-management-plan.pdf?sfvrsn=f3123033_11050511Orig
: 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, inspection and testing of the precast concrete drainage products. Information source: For the Contractor quality Control testing projects the manufacturer’s quality control personnel are performing the sampling and testing. Department accepts their information for acceptance of the delivered products
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/1050511orig.pdf?sfvrsn=f6858b42_09620100-724FHWA
the requirements of Table 962-1.1 and 962-1.2 when impact testing is specified. Grade HPS 70W shall, in Table 962-2. Mill test reports shall identify average impact test values. Provide certifications, Testing Structural Steel Product ASTM Grade Zone Minimum Average Energy (ft*lbf) Non-Fracture, grade, test temperature must drop 15°F for each 10 ksi above grade. 962-3 Steel Castings. Provide, that the controlling cross-sectional thickness meets mechanical property test requirements. Retreatment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9620100-724fhwa.pdf?sfvrsn=6d89e6ab_1Resource Links
AASHTO (American Association of State Highway & Transportation Officials) ASTM (American Society for Testing & Materials) Construction Developmental Specifications Erosion & Sediment Control FHWA (Federal Highway Administration) Industry Review - Specification Change Maintenance MUTCD (Manual on Uniform Traffic Control Devices) NTPEP (National Transportation Product Evaluation Program) Roadway Design Manuals SMO (State Materials Office) Specifications TERL (Traffic Engineering Research
https://www.fdot.gov/programmanagement/productevaluation/default.shtm/lists/quick-links/f0de5107-4a35-453c-b2c4-b4110f07296cApril 21, 2021
Posted on May 3, 2021 1:00 PM Proposal/Contract No. – Bid Tabs Intent to Award – Contractor’s Name Date Awarded E2Z69 Turtle Infrastructure Partners, LLC 5/7/2021 E2Z76-R0 EnviroWaste Services Group, Inc. 5/7/2021 E2Z97 Professional Services Group, LLC 5/7/2021 E20A2-R0 Merrell's Grade-All, Inc. 5/7/2021 E20F1 Cal-Tech Testing, Inc. dba Foundation Professionals of FL, Inc. 5/7/2021 E20G6-R0 Grading & Bush Hog Services, Inc. 5/7/2021
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-d2-bidtabs-2021/05de689a-b849-4a4d-a352-d0d6fe2b9f475600705.resp
5600705 COATING NEW STRUCTURAL STEEL COMMENTS FROM INTERNAL/INDUSTRY REVIEW Rudy Powell 414-4280 Comments: (6-3-13, Internal) Recommend not basing the reduced frequency of testing on the Contractor’s work shift. What if the Contractor works a 10 or 12 hour shift? What if the Contractor stops work early- 6 hour shift? Response: Reference to “shift” will be changed to “day”. Change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/5600705.resp.pdf?sfvrsn=c3c1ba64_01050806.impl
105 CONTRACTORQUALITYCONTROLGENERALREQUIREMENTS. (REV5-18-11)(FA8-4-11)(1-12) SUBARTICLE105-8.6.1(Page144)isdeletedandthefollowingsubstituted: 105-8.6.1PlantTechnicians:Forasphaltplantoperations,provideaQC technician,qualifiedasaCTQPAsphaltPlantLevel II technician, available at the asphalt plant at all times when producing mix for the Department. Perform all asphalt plant related testing with a CTQP Asphalt Plant Level I technician. As an exception, measurements of temperature may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/1050806.impl.pdf?sfvrsn=94d5e3ff_03300302.comm
of the location and time of straightedge testing a minimum of 48 hours before beginning testing. The Engineer will verify the straightedge testing by observing the QC straightedging operations. Address all, may be made either before or after laser acceptance testing. Response
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3300302-comm.pdf?sfvrsn=ec9143a0_45600705.comm
5600705 COATING NEW STRUCTURAL STEEL COMMENTS FROM INTERNAL/INDUSTRY REVIEW Rudy Powell 414-4280 Comments: (6-3-13, Internal) Recommend not basing the reduced frequency of testing on the Contractor’s work shift. What if the Contractor works a 10 or 12 hour shift? What if the Contractor stops work early- 6 hour shift? Response: Reference to “shift” will be changed to “day”. Change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan14/files/5600705.comm.pdf?sfvrsn=75ec6bf4_09290102.impl
929 POZZOLANS AND SLAG – APPROVED LABORATORY. (REV6-23-08)(FA7-24-08)(1-09) SUBARTICLE929-1.2(oftheSupplemental Specifications) is deleted and the following substituted: 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laboratory must maintain Cement and Concrete Reference Laboratory (CCRL) accreditation, be currently inspected by the CCRL, be actively participating in the CCRL proficiency program and have all deficiencies noted at the time of inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan09/files/9290102.impl.pdf?sfvrsn=aeaf9d69_00060102CI.ind
the Department’s ability to perform verification testing, Verification and Independent Verification Testing: The Department reserves the right to perform Verification Testing or Independent Verification Testing identified at various locations in the specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/0060102ci.ind.pdf?sfvrsn=8c43e698_07090201IMP
7090201 709; 2709 Items 709 MATERIALS-TWOREACTIVECOMPONENTS. (REV12-2-05)(FA1-21-06)(7-06) ARTICLE709-2.1(oftheSupplemental Specifications) is deleted and the following substituted: 709-2 Materials. 709-2.1 Two Reactive Components: Use only Two Reactive Component materials listed on the Qualified Products List (QPL), and meet the requirements of 971-1 and 971-9. The Engineer will take random samples of the materials in accordance with the Department’s Sampling, Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7090201imp.pdf?sfvrsn=a634e3ee_05210100impl
for performance of quality control testing and inspections required by Sections 346 and 400. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC. Ensure that each shipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5210100impl.pdf?sfvrsn=1a4ad21e_2