7443 search results for Pavement
630-010
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_1D5-01-07-25WorkClassBreakouts
Required / Pavement Markings ** Note: All prequalified contractors receive full credit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jan07/d5-01-07-25workclassbreakouts.pdf?sfvrsn=97adfb60_12024 Macroeconomic Evaluation Executive Summary
, pavement and bridge condition, congestion, and crashes to measure improvements in travel time
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/fto/macroeconomics/2024-macroeconomic-evaluation-executive-summary.pdf?sfvrsn=857b88d6_1E6P14BidTabs
: 0120 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 262.000 EA 8.00000 2,096.00 9.00000 2,358.00 8.00000, ON CONCRETE PAVEMENT 0.075 GM 20,000.00000 1,500.00 70,000.00000 5,250.00 49,092.00000 3,681.90 0140, 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 262.000 EA 10.00000 2,620.00 0125 0711 11124, PAVEMENT 0.075 GM 100,000.00000 7,500.00 0140 0713103181 PERMANENT TAPE, WHITE, 10-30 SKIP, 6" WIDE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/nov21/e6p14bidtabs.pdf?sfvrsn=7fe929b1_1mc-review-pa
........................................................................29 Chapter 5 – Processing an Asphalt Pavement Surface Deficiency through MAR, by the DBE (now District Pavement Materials Engineer)..39 F. Making a Recommendation by the District, ...............................................................42 Page 3 of 54 H. Asphalt Pavement, Added description of new PA recommendation/resolution 20 Added new asphalt pavement surface, information 42 Added asphalt pavement surface deficiency MAR process flow chart 43 Added MC Review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/painfo/mc-review-pa.pdf?sfvrsn=22902a49_6TP-01-17-25FuelAllocation
6,776.250 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 2,505.800 0.000 6,185.567
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan17/tp-01-17-25fuelallocation.pdf?sfvrsn=6ac0eae5_1TP-02-28-25FuelAllocation
PAVEMENT 0.0000 2.4685 1,774.400 0.000 4,380.106 44411115201 JOB TOTAL: 0.000 320,829.291 (*) Indicates
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/febru/tp-02-28-25fuelallocation.pdf?sfvrsn=550d134d_1D5-02-04-25FuelAllocations
0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 28.600 0.000 70.599 44521625201 JOB TOTAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/feb4/d5-02-04-25fuelallocations.pdf?sfvrsn=eb57e701_4E3Y15 Bid Tab
, signing, pavement markings, lighting, ADA improvements, and other miscellaneous roadway improvement work, - OPTIONAL MATERIALS 360.000 SY 110.00000 39,600.00 0205 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, PAVEMENT, 2 1/4" AVG DEPTH 7,500.000 SY 40.00000 300,000.00 0215 0334 1 12 SUPERPAVE ASPHALTIC CONC, MISCELLANEOUS ASPHALT PAVEMENT 20.000 TN 720.00000 14,400.00 0290 0400 0 11 CONCRETE CLASS NS, GRAVITY WALL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2024/dec12/e3y15-bid-tab.pdf?sfvrsn=fc8d3e21_1