7241 search results for Pavement
OOD23-01e
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/design/bulletins/ood23-01e.pdf?sfvrsn=bc8712ec_1E3X82
100.000 0120- 2- 2 BORROW EXCAVATION, TRUCK MEASURE CY 20.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/apr11/e3x82.pdf?sfvrsn=6c09e66b_1E51F5BidTabs
of Adding Lanes & Rehabilitate existing Pavement, Milling & Resurfacing, Drainage Improvements, Curb & Gutter, Sidewalk, Traffic Signals, Signing/Pavement Markings, and Lighting at the SR 436 (MP, PAVEMENT, 1" AVG DEPTH 40.000 SY 4.00000 160.00 59.00000 2,360.00 115.00000 4,600.00 0120 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 9,223.000 SY 4.00000 36,892.00 6.50000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e51f5bidtabs.pdf?sfvrsn=55b30f25_1Foundations and Soils Compaction
soils and aggregate related construction problems and pavement failures. Contact Information
https://www.fdot.gov/materials/laboratory/geotechnical/soils-foundations/laboratory.shtmveteransparklandscapevmplandscapeplan
INSTALL ± 1,180 SY OF SOD BETWEEN LANDSCAPE BED AND EDGE OF PAVEMENT VETERAN'S MEMORIAL PARK U S H W
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/landscape-architecture/veteransparklandscapevmplandscapeplan.pdf?sfvrsn=35f8a7a2_1E50D6
includes the replacement of sidewalk and concrete ditch pavement; installation of drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e50d6.pdf?sfvrsn=3ee3d339_1D1-05-30-24BSN
and resurfacing, drainage, lighting, signalization, landscaping, and signing and pavement marking of SR 31, (44195015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44195015201) LS 1.000 0102, MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 8,424.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 843.000 0334- 1- 15 SUPERPAVE ASPHALTIC CONC, TRAFFIC E TN 76.600, ASPHALT PAVEMENT TN 88.500 0350- 5- CLEANING & SEALING JOINTS- CONCRETE PAVEMENT LF 1,954.000 0350- 30
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/may30/d1-05-30-24bsn.pdf?sfvrsn=5e72c25e_1E8V14
necessary to resurface 2,361 linear feet of existing asphalt pavement, at approximately 1,650 linear
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jun11/e8v141bb442b7809b48af96fccb66b8fc3dc2.pdf?sfvrsn=502f0ada_13300904int
the geometrical orientation of the pavement results in an inaccurate measurement with the rolling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/3300904int.pdf?sfvrsn=8123405a_1SPI-425-040Series
in areas subject to occasional pedestrian traffic such as landscaped areas and pavement areas where
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-040series.pdf?sfvrsn=ff8d31e7_2SPI-425-051
areas and pavement areas where pedestrians can walk around the inlet. Inlet is not suitable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-425-051.pdf?sfvrsn=dff466e4_2SPI-546-001
a call-out for each installation of Permanent Raised Rumble Strips in the Signing and Pavement Marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-546-001.pdf?sfvrsn=ea6fb23c_3SPI-570Series
minor shoulder rework is needed to maintain a pavement edge drop-off between ½ to 1 inch. Sodding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-570series.pdf?sfvrsn=2291e4de_2SPI-591-001
in FDM 115 . Pavement, base, concrete curb and gutter, concrete sidewalk, landscape, irrigation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-591-001.pdf?sfvrsn=54fd8d57_2news-MWIM
sensors are embedded in the pavement and automatically weighs vehicles. LPR and USDOT
https://www.fdot.gov/traffic/cvotim/cvo/truckinginfo/news/articles/news-mwim20240501_210865-6_SR20_38030
B II L P Pavement Evaluation Coring and Condition Data Cored By: D2 Materials 05/01/24 Page, l P a t h Pavement Layer C o r e L e n g t h B a s e T y p e Crack P a v, o r e 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, /A Project No.: 210865-6 SR 20 (US 27) 4 State Road No.: SR 20 S J Tom Moore Ave. Shoulders Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/38/20240501_210865-6_sr20_38030.pdf?sfvrsn=6f661ce8_11020304int
, barriers, signing, pavement markings, pedestrian escort operations, and restoration to final, - Arrow Board - per each per day. Item No. 102- 78- Temporary Raised Pavement Markers - each. Item, Pavement Markings. Item No. 711- Thermoplastic Pavement Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1020304int.pdf?sfvrsn=e9a9b66a_1APL Tracking Sample Life Cycle
Thermoplastic Pavement Markings 971 704 Durable Tubular Markers 994 705 Flexible Post Delineator 993 High Performance Delineator High Visibility Median Separator Delineator 706 Raised Pavement Marker Adhesive 970 Raised Pavement Marker Class A Raised Pavement Marker Class B Raised Pavement Marker, Paint, White Standard Paint, Yellow 971 711 Pavement Marking – Alkyd Hot-Spray Thermoplastic - White, the APL Spec APL Spec APL Product MAC Material Pavement Marking – Alkyd Hot-Spray Thermoplastic - Yellow
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/matspecific/apl-tracking-sample-life-cycle.pdf?sfvrsn=eb2bdf5a_520240513_207555-4_SR24A_26004
Pavement Layer C o r e L e n g t h Section No: 26004000 End MP: 2.201 Length: 2.201, # 12 Remarks: Pavement Evaluation Coring and Condition Data Cored By: D2 Materials 05/13/24 Page, e e l P a t h Pavement Layer B a s e T y p e End MP: 2.201 County: Alachua To SR, Project No.: 207555-4 Name SR 24A / SR 226 (SW 16th Ave.) Lanes: 4-12', 2- 12' Pavement Evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20240513_207555-4_sr24a_26004.pdf?sfvrsn=c7404945_1630-010IntReviewPkg
2" Ø PVC Conduits (See Sheet 1 Note 3) Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge of adjacent Slope Coping (if present) Retaining Wall Edge of Pavement or See Conduit Stub-Out, .) 2'-0" Riprap Pavement or Rubble Edge of adjacent Slope Coping (if present) Retaining Wall Edge of Pavement or See Conduit Stub-Out Detail below CONDUIT STUB-OUT DETAIL #5 Bars centered on EJB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/630-010intreviewpkg.pdf?sfvrsn=318089be_1