9199 search results for test
9320103.FHWA
Type Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump (maximum) ASTM D2202, Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Elongation (Cured21days at77±3ºFand, , briquettes shall be tested in accordance with AASHTO T132. 9320103.D01 All Jobs NONMETALLIC, Sealant Type Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump (maximum) ASTM D2202, Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Elongation (Cured21days at77±3ºFand 50
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9320103.fhwa.pdf?sfvrsn=e4f4a72c_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_15340000.FHWA
certification acceptance; therefore, assume responsibility for performance of all quality control testing, 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, an application in accordance with Section 6, independently certified test reports, and written, (Precast or Cast-in-Place) with a uniform color, pattern, and texture. 534-7 Test Wall. Erectatest wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/5340000.fhwa.pdf?sfvrsn=827ecacc_05340000.FHWA
certification acceptance; therefore, assume responsibility for performance of all quality control testing, Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement, an application in accordance with Section 6, independently certified test reports, and written certification, wall (Precast or Cast-in-Place) with a uniform color, pattern, and texture. 534-78 Test Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5340000.fhwa.pdf?sfvrsn=91dad349_05340000FHWA
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 CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL, submit an application in accordance with Section 6, independently certified test reports, and written, -in-Place) with a uniform color, pattern, and texture. 534-8 Test Wall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5340000fhwa.pdf?sfvrsn=f52262ff_0Resource 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/materials/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_21050813.comm
testing, inspection of the construction activities and oversight of the foundation construction, statements for the geotechnical, dynamic testing, load testing and non- destructive testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/1050813.comm.pdf?sfvrsn=81475936_04130304-122comm
4130304 SEALING CRACKS AND CONCRETE STRUCTURE SURFACES COMMENTS FROM INTERNAL/INDUSTRY REVIEW Ananth Prasad (850) 942-1405 aprasad@ftba.com Comments: (5-24-21, Internal) To keep the costs down I think SMO should do the testing. Response: ****************************************************************************** No Name Comments: (6-15-21, Industry) In section 413-3.4.6, please verify if AASHTO T242 is applicable to concrete surfaces. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/4130304-122comm.pdf?sfvrsn=1b6feb95_29920700.impl
“Nationally Recognized Testing Laboratory” (NRTL). c. The optics shall have an IP 66 rating. Submit testing report. d. LEDs shall be capable of maintaining 94.1% intensity at 10,000 hours with an ambient temperature of 25°C (IES LM-80). Submit testing report. e. Luminaire retrofit kits shall have, testing report. f. Luminaire retrofit kits shall meet a minimum pole spacing of 240 feet using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9920700.impl.pdf?sfvrsn=ce8cac6_06820102.impl
682 VIDEO EQUIPMENT. (REV 11-16-17) (FA 11-22-17) (7-18) SUBARTICLE 682-1.2.8 is deleted and the following substituted: 682-1.2.8 Environmental Specifications: CCTV cameras must perform all required functions during and after being subjected to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9. All CCTV cameras, mounting hardware, and any other camera-related material that is exposed to the environment must be designed for 150 mph wind
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/6820102.impl.pdf?sfvrsn=ae34de7_05480906.comm
5480906 RETAINING WALL SYSTEMS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Larry Jones 414-4305 larry.jones@dot.state.fl.us Comment: (5-22-14) It seems the attached would be easier to implement and enforce. Response: Agree. Change Made. ****************************************************************************** Ben Watson 352-955-2935 ben.watson@dot.state.fl.us Comment: (6-9-14) Suggest removing the pH from the table and write in the specification that acceptance pH testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/5480906.comm.pdf?sfvrsn=e471cc4a_0