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20240618_448443-1_SR-60_88060

10/15/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04 448443-1-52-01 01 THE CONTROL CARD IS CORRECT 10/15/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, END MP: 31.24 LENGTH: 1.65 SR NUMBER: SR 60 INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/88/20240618_448443-1_sr-60_88060.pdf?sfvrsn=736ad84_2

Consultant Marketing Visits

number of slots available; we don’t turn anyone away. On average we hand out over 60 CDs, in and ask specific questions about the project and the Concept report. CEI: Project

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/pdf/consultant-marketing-visits.pdf?sfvrsn=6e8e6572_13

20241209_454101-1_SR-5_90010

12/10/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06 454101-1-52-01 01 THE CONTROL CARD IS CORRECT 12/10/24 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : .10 SR NUMBER: NOTFOUND INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN: CURB & GUTTER

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/90/20241209_454101-1_sr-5_90010.pdf?sfvrsn=af34f198_1

2020-MPOAC-Legislative-Policy-Positions-Draft-Original_2

Policy Positions and moving up Policy Position number 4. $‐ $50 $100 $150 $200 $250, ’s citizens and visitors. (report back to MPOAC on successes). Staff Recommendation for 2020

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/2020-mpoac-legislative-policy-positions-draft-original_2.pdf?sfvrsn=d25976d8_1

20241127_446947-4_SR-826_87260

03/17/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06 446947-4-52-01 01 THE CONTROL CARD IS CORRECT 03/17/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : .04 LENGTH: .04 SR NUMBER: SR 826 INSIDE: PROJECT MEASUREMENT: ENGLISH OUTSIDE: MEDIAN: CURB

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20241127_446947-4_sr-826_87260.pdf?sfvrsn=2ca8f9db_2

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_1

Target 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-zero

IndustryCommentResponse1600200-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_1

2000502-724FHWA

) 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_1

9850000-722FHWA

, 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_2

4620100-722FHWA

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_2

9850000-722origind

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_2

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_2

9320300-122FHWA

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_2

4510701.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_0

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