7241 search results for Pavement
20250115_438212-2_SR16_39040
N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer N, : SR16 FROM SR121 TO BRADFORD C/L Lanes: 2 Cored By: Pavement Evaluation Coring and Condition Data D2, 1.835RRTTO 1.3 0.51.5 3.3 LR F Pavement Evaluation Coring and Condition Data Cored By: D2, a t h Pavement Layer C o r e L e n g t h ( i n . ) Section No: 39040000 Beg MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/39/20250115_438212-2_sr16_39040.pdf?sfvrsn=a064c3ba_1FHWA-TPM-Updates
Tra nsportation Pe r formance Management (TPM) Recent Updates January 2022 Recent TPM Activities • November • FDOT Satisfied the 2021 Planning Finding Corrective Action on Transit TPM in the STIP • Unmanned Aircraft System (UAS) Interactive Workshop • MPO Target Setting Study Peer Exchange Recent TPM Activities • December • MPO TAMP Training with Representation from FDOT, MPO, and FHWA (and January) • Pavement Management Peer Exchange What’s New in Guidance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2022/fhwa-tpm-updates.pdf?sfvrsn=d1ca6a1d_120250115_210955-5_SR231_39090
l e P o s t L a n e W h e e l P a t h Pavement Layer N/A Section No: 39090000, : Pavement Evaluation Coring and Condition Data D2 MATERIALS Date: 01/15/25 Page Cored By: State Road, 0.95.1 6.0 LR F 23 1.229 LTO N 2.4 2.4 4.8 LR F 222.643 LTO N 2.2 2.2 LR F Pavement, e P o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/39/20250115_210955-5_sr231_39090.pdf?sfvrsn=cceda59f_1E3X37Addendum001
and replace with 0700-1111 -Signing and Pavement Markings Plans: S-1, S-4, S-6 and S-7 have been
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar20/e3x37addendum001.pdf?sfvrsn=6060d34d_1RDM25-01
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov ROADWAY DESIGN MEMORANDUM 25-01 DATE: March 13, 2025 TO: Florida Greenbook Advisory Committee, District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, District Pavement Engineers, District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/bulletin/rdm25-01.pdf?sfvrsn=9430b909_1OOD25-02
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 25-02 DATE: March 21, 2025 TO: District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, District Pavement Engineers, District Consultant Project Management Engineers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/bulletins/ood25-02.pdf?sfvrsn=ecc885fe_12024 Fast Facts Sources
of Pavement on Florida’s SHS in Good Condition FDOT State Materials Office, Pavement Condition Survey Program, 2024 *Also reported in FDOT Source Book, Pavement Condition https://fdotsourcebook.com/infrastructure/pavement-condition SAFETY 2 2.4 State Maintained Bridges in Good Condition FDOT Office
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/pdis-documents/fastfactssources2024.pdf?sfvrsn=f9bd0570_1620250211_210290-2_SR55_34050
=SPALLING SHV=SHOVING O=Outside TRVCK=TRANSVERSE CRACKING Pavement Evaluation Coring and Condition, i l e P o s t L a n e W h e e l P a t h Pavement Layer Top Date: 2 of 7, CRACKING Pavement Evaluation Coring and Condition Data Cored By: Meskel & Associates Engineering, a t h Pavement Layer Top Date: 3 of 7 Name: Lanes: From: To: Inside: Beg MP: Outside: FC, CRK=LONGITUDINAL CRACKING SPL=SPALLING SHV=SHOVING O=Outside TRVCK=TRANSVERSE CRACKING Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/34/20250211_210290-2_sr55_34050.pdf?sfvrsn=ec065b02_120200312_446047-2_SR9A_72002
5.9 LR P 2014.600 L2 O 0.9 4.8 5.7 LR P Pavement Evaluation Coring and Condition Data Cored, N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer, e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 03/12/20 Page
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20200312_446047-2_sr9a_72002.pdf?sfvrsn=beaf00d6_1Dispute Review Board
Members DRB Active Members List Regional DRB Members Statewide DRB Members (Asphalt/Concrete Pavement
https://www.fdot.gov/construction/constadm/drb/drbmain.shtmE3Y19Addendum001
Florida Department of Transportation RON DESANTIS GOVERNOR 1074 Hwy 90 Chipley, FL 32428 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov April 2, 2025 ADDENDUM NO. 1 To: ALL PROPOSAL HOLDERS FINANCIAL ITEM NUMBER: 45082015201 CONTRACT NUMBER: E3Y19 DESCRIPTION: The Improvements under this District Contract consist of milling and resurfacing, sidewalk and ADA improvements, signalization and lighting improvements, and signing and pavement markings on SR 87 from SR 30 (US 98) to S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/e3y19addendum001.pdf?sfvrsn=91191bb5_1TP-05-06-25FuelAllocation
, PG 76-22 0.0000 2.7011 100.100 0.000 270.380 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/tp-05-06-25fuelallocation.pdf?sfvrsn=3e9971f4_1City of Altamonte Springs CraneRIDES
. The corridor is marked with high-visibility signage and shuttle icons painted on the pavement. The AV
https://www.fdot.gov/traffic/teo-divisions.shtm/cav-ml-stamp/cv/maplocations/city-of-altamonte-springs-cranerides3340504int
Summary: 1. For randomly located pavement density cores that are 1 ft. from the edge, evaluating pavement material that had failing test results. Do the changes affect other types, by a contractor in submitting their delineation plan have held up the process of evaluating pavement, time period, pavement with failing test results will be evaluated in a more efficient manner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/3340504int.pdf?sfvrsn=fde31cee_13340504ind
Summary: 1. For randomly located pavement density cores that are 1 ft. from the edge, evaluating pavement material that had failing test results. Do the changes affect other types, by a contractor in submitting their delineation plan have held up the process of evaluating pavement, time period, pavement with failing test results will be evaluated in a more efficient manner
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3340504ind.pdf?sfvrsn=2b6d4750_1OOD Bulletin 23-01 revised
Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY www.fdot.gov OFFICE OF DESIGN BULLETIN 23-01 - REVISED (FHWA Approved: 1/23/24) DATE: January 29, 2024 TO: District Directors of Transportation Operations, District Directors of Transportation Development, District Design Engineers, District Construction Engineers, District Maintenance Engineers, District Pavement Engineers, District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/ood-bulletin-23-01-revised.pdf?sfvrsn=fa63ca26_13000701-724FHWA
adequately to the new lift of asphalt pavement. Apply prime to base when asphalt is not placed within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3000701-724fhwa.pdf?sfvrsn=2d15e254_13460303-724FHWA
(inches) I (Seal) 3,000 0.53 8 I (Pavement) (1)(5) 3,000 0.50 1.5 or 3 II (3) 3,400 0.53 3 (2) II, . For 28-day Class I pavement concrete, if the 56-day strength meets or exceeds the 28-day strength, Ratio (pounds per pounds) Target Slump Value (inches) I (Seal) 3,000 0.53 8 I (Pavement) (1, when the acceptance of concrete is at 56 days. For 28-day Class I pavement concrete, if the 56-day
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/3460303-724fhwa.pdf?sfvrsn=cb9ef6a4_19320501-724origind
MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 6-19-23) SUBARTICLE 932-5.1 is deleted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9320501-724origind.pdf?sfvrsn=82d8373c_23460705-724origind
of placement. Concrete pavement slab replacement mix designs are exempt from this requirement. Regardless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3460705-724origind.pdf?sfvrsn=c6b8cf79_1