3390 search results for REPORT NUMBER
2000702-722origind
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_1Preferred Alternative 2C - Segment 2
’ Varies 44.75’ - 52.75’ Varies 44.25’- 56.25’ Limits to be determined in the Noise Study Report, ) Study FPID Number: 441 70 0 -1 E T D M N u m b e r: 14479 Public Hearing • Virtual: Tu e s d a y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cove-road-study/preferred-alternative-2c---segment-2.pdf?sfvrsn=760e570d_1District Three Asset Maintenance Contracts
INDEX A-Z Search Asset Maintenance Projects CPP Online Ordering System Contract Number Description Schedule of Events Addenda Other Information E3Y39 All State roads and all State bridges in Okaloosa County, State Road 85, Holders List Pre-Bid Meeting Attendance Sheets NPDES Inspection Report Intent to Award Notice Schedule
https://www.fdot.gov/contracts/district-offices/d3/lettings/asset-maintenance/assetmaintenance.shtmWrong Way Driving WWD Concept of Operations
Number: 1.0 Name Date CreatedBy: ClayPackard,P.E.,Atkins 12/16/2013 ReviewedBy: DerekVollmer, the operator chooses to close it. 5. Provide report templates to list WWD detections and WWD events from the SunGuide software archive for future analysis. a. WWD Detection Report would include the date, the phone number associated to the device, so that the device can be emailed a message, Video 5. Log WWD information in the database and produce a SunGuide software report for future
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/conops/wrong-way-driving-wwd-concept-of-operations.pdf?sfvrsn=4cade9f0_1Product Specifications
Number - Name Rev No Automated Flagger Assistance Device 102 - Maintenance of Traffic 9.0 Portable, 1.0 NEMA TS5 13.1.3-13.1.6 Checklist 1.0 Testing Laboratory and Report Checklist 1.0 For more
https://www.fdot.gov/traffic/traf-sys/product-specifications.shtm16-Contractor Past Performance Rating CPPR 2024_NEW
Standard rules of rounding apply Documentation = Daily Report of C onstruction, Stop Wo rk O, be greater than 100 % No Deficiency Letter used Daily Report of C onstruction tracks this. 10, on that many number or days. Make a notation in the remarks section. This will prevent from “banking, . There are _______ categories in the C ontractors Past Performance Report. 3. The pursuit of work be greater, up on the District CPPR overdue lists. Entry Into CIM CPA M 13.1.9 Preparing the Report (A)(1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2024-spring-construction-academy/16-contractor-past-performance-rating-cppr-2024_new.pdf?sfvrsn=f7363996_1SS3301102
perpendicular to the roadway centerline. Report the cross slope to the nearest 0.1%. Record all, . The average Ride Number of both wheel paths reported to one decimal place. If additional corrections, 4.0, the Engineer will issue a second RN report for those segments in 0.01 mile intervals for both wheelpaths. If the RN in the second report is 3.5 or above for all 0.01 mile intervals in both wheelpaths, the whole segment will be accepted at full payment. If the RN in the second report is less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss330110260fc7996ce284b82b612e92aeeabfb2e.pdf?sfvrsn=e53ef7c_0SS3301102
perpendicular to the roadway centerline. Report the cross slope to the nearest 0.1%. Record all, . The average Ride Number of both wheel paths reported to one decimal place. If additional corrections, 4.0, the Engineer will issue a second RN report for those segments in 0.01 mile intervals for both wheelpaths. If the RN in the second report is 3.5 or above for all 0.01 mile intervals in both wheelpaths, the whole segment will be accepted at full payment. If the RN in the second report is less
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3301102.pdf?sfvrsn=a601fd9c_0