3442 search results for REPORT NUMBER
20250321_455365-1_SR-9_94001
03/25/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04 455365-1-72-01 01 THE CONTROL CARD IS CORRECT 03/25/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : BEG MP: .00 COUNTY: ST. LUCIE SHOULDER TYPE END MP: 4.00 LENGTH: 4.00 SR NUMBER: NOTFOUND INSIDE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/94/20250321_455365-1_sr-9_94001.pdf?sfvrsn=7eac411b_1Target Zero
INDEX A-Z Search Target Zero What is Target Zero? Target Zero is a statewide initiative to reduce the number of transportation-related serious injuries and deaths across Florida to ZERO. Why does Florida need Target, Files (ZIP) | Templates (PowerPoint, Meeting Agenda, Report, Single Page
https://www.fdot.gov/agencyresources/target-zeroIndustryCommentResponse1600200-dj
, using a Random Number generator, based on the LOTs under consideration. This removes the IV, the following sentence “Record results on Department approved forms” and added record and report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/industry/comments-responses/industrycommentresponse1600200-dj.pdf?sfvrsn=2dbf30c2_12000502-724FHWA
) SUBARTICLE 200-5.2 is deleted and the following substituted: 200-5.2 Number of Courses: When, test locations including Stations and Offsets, using the Random Number generator approved, to the roadway centerline. Report the cross slope to the nearest 0.1%. Record all the measurements, to the roadway centerline. Report the cross slope to the nearest 0.1%. Record all the measurements, . Report the cross slope to the nearest 0.1%. Record all the measurements and submit to the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/2000502-724fhwa.pdf?sfvrsn=b7c12d53_19850000-722FHWA
, installation, overlap or sewing instructions, and repair procedures. NTPEP Audit Report, in this section. Displays location of Manufacturer name and model number. Technical Data Sheet Uniquely
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9850000-722fhwa.pdf?sfvrsn=fb7a34e_24620100-722FHWA
and are the responsibility of PT system supplier (vendor). Design project specific local zone reinforcement for the number, . Construct tendon ducts using the minimum number of splices as practical. 2. Accurately position, by the Engineer to check for voids. Prepare a report documenting the findings and submit it, locations as directed by the Engineer to check for voids. Prepare a report documenting the findings, system supplier (vendor). Design project specific local zone reinforcement for the number of strands
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4620100-722fhwa.pdf?sfvrsn=1c8d5e14_29850000-722origind
instructions, and repair procedures. NTPEP Audit Report, for Structural Geosynthetic Materials Only, of Manufacturer name and model number. Technical Data Sheet Uniquely identifies the product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9850000-722origind.pdf?sfvrsn=66321eed_22000702-722origind
test locations including Stations and Offsets, using the Random Number generator approved, by placing the measuring device perpendicular to the roadway centerline. Report the cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/2000702-722origind.pdf?sfvrsn=b4311e90_29320300-122FHWA
report of the physical and mechanical property requirements in Table 932-7 and Table 932-8, . The minimum number of specimens per production LOT shall be as indicated in Table 932-7 and Table 932-8, be subject to further investigation per ASTM E178. If the COV exceeds 6%, the number of test specimens, Identify the resin system used for each bar size and report the average value of three replicates, Requirements: Producers shall submit to the State Materials Office (SMO), a test report of the physical
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9320300-122fhwa.pdf?sfvrsn=8e9981f5_24510701.impl
451 PRESTRESSED SOIL ANCHORS. (REV 11-4-16) (FA 11-8-16) (7-17) SUBARTICLE 451-7.1 is deleted and the following substituted: 451-7.1 General: Test each prestressed soil anchor. The Engineer will select the prestressed soil anchors to be performance tested and those to be creep tested, and at his discretion, may increase or decrease the number of tests. . Perform creep testing, of the AASHTO/AGC/ARTBA Joint Committee Task Force 27 Report. Submit a separate form for each test. Submit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/4510701.impl.pdf?sfvrsn=13b35068_0D3470000
of materials. Identify Department approved pit number and aggregate type/gradation. Handle the aggregates, (deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d3470000.pdf?sfvrsn=9a6e83df_0D3470000.do
or contaminating different grades or types of materials. Identify Department approved pit number, of the scale company or testing agency report showing the observed deviations from quantities checked
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3470000.do.pdf?sfvrsn=17daec26_03470000SS
approved pit number and aggregate type/gradation. Handle the aggregates in a manner to minimize, or testing agency report showing the observed deviations from quantities checked during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3470000ss.pdf?sfvrsn=d7704a62_03470000SS
approved pit number and aggregate type/gradation. Handle the aggregates in a manner to minimize, or testing agency report showing the observed deviations from quantities checked during
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3470000ss50dd50b158ba4ef7b8d62463ccb0e0c7.pdf?sfvrsn=4c1e5edb_09320300.impl
and number of specimens required by ACI 440.6. 932-3.2 Additional Requirements for Bar Size, or ASTM E1356 - DSC ≥230°F ≥212°F Total enthalpy of polymerization (resin) ASTM E2160 Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9320300.impl.pdf?sfvrsn=382ec010_03470204.origind
or contaminating different grades or types of materials. Identify Department approved pit number and aggregate, reports). 31. A copy of the scale company or testing agency report showing the observed deviations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3470204.origind.pdf?sfvrsn=f35b759f_03470000.impl
approved pit number and aggregate gradation. Handle the aggregates in a manner to minimize segregation, or testing agency report showing the observed deviations from quantities checked during calibration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/3470000.impl.pdf?sfvrsn=4c036351_04150000.resp
in their Engineering Data Report Number 54). Response: Added the sentence, “Minor bending adjustments may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/4150000.resp.pdf?sfvrsn=6d48828a_05460000.origind
ORIGINATION FORM Date: May 14, 2014 Originator: Chester A. Henson, P.E. Contact Information: chester.henson@dot.state.fl.us Specification Title: Rumble Strips Specification Section, Article, or Subarticle Number: Section 546-3 and 546-4 Why does the existing language need to be changed? Added rumble stripes to the specification. Summary of the changes: Added section for installation, bonding overlay meeting these requirements. Submit a certified test report to the Engineer indicating
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5460000.origind.pdf?sfvrsn=cef1e947_0E8V06Addenda003
) _ Digitally signed + sealed Estimated Quantities Report (PDF file) Digitally signed + sealed 3D Deliverable, NUMBER PAY ITEM ADD MOD DEL OLD QUANTITY NEW QUANTITY ROADWAY 200 0108-2 ADD 0 1 200
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v06addenda003.pdf?sfvrsn=9a17da61_1