7243 search results for Pavement
D1-11-07-24FuelAllocationReport
- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 5.000 0.000 12.343 43272727269 JOB TOTAL: 0.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/nov07/d1-11-07-24fuelallocationreport.pdf?sfvrsn=2e32a450_1E6P63-R0
- EMBANKMENT CY 100.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0401- 70- 4 RESTORE SPALLED AREAS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/e6p63-r0.pdf?sfvrsn=2ab15671_1Design Update Training - 2014
YouTube17min Gevin McDaniel Pavement Type Selection Report PDF YouTube6min Emmanuel Uwaibi Proprietary
https://www.fdot.gov/roadway/training/webinar14/pres14.shtmDesign Update Training - 2015
Description PDF Video Presenter/Contact Pavement Markings - Updates for July 2015 N/A Youtube - 75 min
https://www.fdot.gov/roadway/training/webinar15/pres15.shtmDesign Update Training - 2017
of Temporary Barrier & Temporary Traffic Control Indexes Signing, Signal & Pavement Marking Indexes PDF
https://www.fdot.gov/roadway/training/webinar17/pres17.shtmDesign Update Training - 2018
, Pavement Markings, and Lighting. PDF YouTube Edward Cashman Session 4 Standard Plans Updates
https://www.fdot.gov/roadway/training/webinar18/pres18.shtm400-091
1 0 / 1 7 / 2 0 2 4 8 : 0 6 : 0 8 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX APPROACH SLABS (30 FT.) (RIGID PAVEMENT, pavement to rigid Edge adjacent Sheets (Typ.) Copings shown on Superstructure with alignment, Geometric Permitted Construction Joint rigid pavement Edge adjacent to if applicable) (Front, PLANS FY 2025-26 SHEET INDEX APPROACH SLABS (30 FT.) (RIGID PAVEMENT APPROACHES) 11/01/17 2 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/400-091.pdf?sfvrsn=304cd459_1521-423
1 0 / 1 7 / 2 0 2 4 1 0 : 2 9 : 0 8 A M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2025-26 SHEET INDEX TRAFFIC RAILING - (32" VERTICAL SHAPE) 1 3 521-423 11/01/20 Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Begin or End Bridge Front Face of Backwall & Approach Slab Similar) Shown, Rigid Pavement Pavement Approach Slab Approach Slab (Flexible Wall Railing on Retaining Slab
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-423.pdf?sfvrsn=eb12191f_1630-010
SECTION THRU Note 3) (See Sheet 1 Steel Pipe, (Min.) 2'-0" Pavement or Rubble Riprap Edge, 1 Note 3) Steel Pipe, (Min.) 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, in Retaining EJB Spacing 300'-0" (Max.) 2'-0" (Min.) 2'-0" (Min.) Pavement or Rubble Riprap Edge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/630-010.pdf?sfvrsn=c64dd8f0_1SPI-521-010
atop the section that is on the opposite side of the toll loop pavement. At the discretion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-010.pdf?sfvrsn=e5550107_1SPI-521-005
Curb: Call for where required for flexible pavement, per Index 521-005, Index 520-001
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-005.pdf?sfvrsn=ac36e68d_1SPI-521-001
Separations: The shoulder pavement may be lowered up to 3” on one or both sides of a barrier as described in Index 521-001 . The resulting pavement gutter line will be located beneath the barrier’s sloped, is then increased by up to 3”. Note that the actual pavement lowering dimensions are determined by the Engineer, LBR 40’ as linked to the Flexible Pavement Design Manual . If shoulder rocking or minor grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-001.pdf?sfvrsn=b1036a08_2E3Y46-R0
STRIPS SY 1,000.000 E577- 71- BLADING PAVED SHOULDER, UP TO 24" BEYOND PAVEMENT LF 60,000.000 Page 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/dec12/e3y46-r0.pdf?sfvrsn=f0c149d_1UNION COUNTY_TWOP2026-2030 WPPH_BY DESCRIPTION_11-13-2024_SUBJECT TO CHANGE
434561-2 - SW 119TH LOOP FROM SR121S TO SR121N Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-description/union-county_twop2026-2030-wpph_by-description_11-13-2024_subject-to-change.pdf?sfvrsn=28bbb719_1UNION COUNTY_TWP2026-2030 WPPH_BY ITEM_11-13-2024_SUBJECT TO CHANGE
TO SR121N Type of Work: FLEXIBLE PAVEMENT RECONSTRUCT. Phase Funding Source 2026 2027 2028 2029 2030
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/d2_documents/documents-by-type/union-county_twp2026-2030-wpph_by-item_11-13-2024_subject-to-change.pdf?sfvrsn=801a24b6_12024nov-thu03-SafetyEvolutions
) • Provide 20 mph and 30 mph pavement markings • Provide transverse speed lines pavement markings, • Public Engagement – Informing the Public • Pavement Drop-Offs District 5 Lessons Learned • TTC P, • Public Engagement – Informing the Public • Pavement Drop-Offs • Constructability • Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-november/2024nov-thu03-safetyevolutions.pdf?sfvrsn=3fba69a8_12024nov-thu03-SafetyEvolutions
) • Provide 20 mph and 30 mph pavement markings • Provide transverse speed lines pavement markings, • Public Engagement – Informing the Public • Pavement Drop-Offs District 5 Lessons Learned • TTC P, • Public Engagement – Informing the Public • Pavement Drop-Offs • Constructability • Asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2024-june/2024nov-thu03-safetyevolutions.pdf?sfvrsn=e45dca61_1TP-12-19-24FuelAllocation
6,753.020 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 2,493.100 0.000 6,154.217
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/dec19/tp-12-19-24fuelallocation.pdf?sfvrsn=f38203c3_1TP-01-28-25FuelAllocation
Gasoline Diesel 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 363.300 0.000 896.806
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan28/tp-01-28-25fuelallocation.pdf?sfvrsn=2871660e_1E8V33
0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 259.000 0530- 3- 4 RIPRAP, RUBBLE, F&I, 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (40614385201) LS 1.000 0102- 14- TRAFFIC CONTROL, PAVEMENT, 1 1/2" AVG DEPTH SY 25,222.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 13,027.200, ASPHALT PAVEMENT TN 363.300 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 CY 272.100 0400
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan28/e8v33.pdf?sfvrsn=1cabb56e_1