7241 search results for Pavement
Chapter13 PublicTransit 2024
Areas 13-7 C.5 Bus Bays (Pullout or Turnout Bays) 13-7 C.6 Red-Colored Pavement for Transit Lanes, roadways, a B&A area may be constructed at the shoulder point (or edge of shoulder pavement, a library of these publications. C.6 Red-Colored Pavement for Transit Lanes FHWA has issued an interim approval for the optional use of red-colored pavement to enhance the conspicuity of station stops, pavement in transit lanes. D PUBLIC TRANSIT FACILITIES When a project includes a public
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/review-files/chapter13-publictransit-2024.docx?sfvrsn=638aa8cd_1509-070
) Pavement Edge Signal And Gate Railroad Gate Or Gate Or Signal And Railroad Gate Line Shoulder (Travelway) Pavement Edge Signal And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge Travelway Of Centerline Travelway Of Centerline (See Note 2) 10' Min, Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' ¡ Median SIGNAL PLACEMENT, AT RAILROAD CROSSING (2 - LANE DESIGN) See Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/509-070.pdf?sfvrsn=a521af97_1521-428
, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Begin or End Bridge Front Face of Backwall & Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab (Reinforcing Steel not shown for clarity) PLAN Railing top of Traffic, Detail "B" if 44" Concrete Barrier or Single-Slope NOTE: Pavement Approach Slab Similar) Approach Slab Shown, Rigid Approach Slab (Flexible Pavement Slab Approach Approach Slab ** Begin or End 5P
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/521-428.pdf?sfvrsn=2e153c62_12023 District One Letting and Project Information
Resurfacing 1, 2 E1V17 Charlotte Resurfacing 1 E1V19 Okeechobee Pavement Only Resurface Lumpsum, Sweeping(Intersections Only) E1W31-R0 Desoto, Glades, Hardee, Henry, Highlands Striping, Pavement Markings, and RPMs E1W32 Glades Guardrail Reset and Miscellaneous Asphalt Pavement Installation E1W34, Sidewalk Vegetation Removal/Edging and Utility Strip Rework E1W40 Manatee Raised Pavement Markers, Type Addendum E1W16 Manatee Resurfacing E1W48-R0 Polk Retroreflective Pavement Markers (RPM
https://www.fdot.gov/contracts/district-offices/d1/lettings/2023/2023-district-one-letting-and-project-informationE54C4BidTabs
1,425.00 0060 E524 1 1 CONCRETE DITCH PAVEMENT REPAIR 85.000 CY 400.00000 34,000.00 100.00000, : 0065 E524 2 1 CONCRETE SLOPE PAVEMENT REPAIR 85.000 CY 400.00000 34,000.00 100.00000 8,500.00, 1,200.00 12.00000 1,800.00 20.00000 3,000.00 0060 E524 1 1 CONCRETE DITCH PAVEMENT REPAIR 85.000 CY 1,200.00000 102,000.00 900.00000 76,500.00 200.00000 17,000.00 0065 E524 2 1 CONCRETE SLOPE PAVEMENT, , SOD 150.000 SY 20.00000 3,000.00 0060 E524 1 1 CONCRETE DITCH PAVEMENT REPAIR 85.000 CY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/mar05/e54c4bidtabs.pdf?sfvrsn=f1b8dccb_120240507_207798-8_SR45_26030
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, (ARCHER RD) Shoulders Pavement Evaluation Coring and Condition Data Cored By: D2 MATERIALS 05/07/24, M P 384.431 OR N 1.5 1.3 2.8 LR F 395.923 OR N 2.3 2.3 7.6 F 406.700 OR N 2.7 2.7 LR F Pavement, 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, 1.6 1.8 0.5* 1.0 4.4 10.5 4.9 C III S P Pavement Evaluation Coring and Condition Data Cored By: D2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20240507_207798-8_sr45_26030.pdf?sfvrsn=a4bddc39_120240508_207712-6_SR121_26250
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 Section, No.: 207712-6 Name SR 121 Lanes: Remarks: Pavement Evaluation Coring and Condition Data Cored By: D2, h Pavement Layer To NW 16th Blvd Inside: B a s e T y p e Beg. MP: 0.017 End MP: 4.366 C, No.: 207712-6 Name SR 121 Lanes: 6 County: Alachua Pavement Evaluation Coring and Condition Data Cored, 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 To NW 16th
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20240508_207712-6_sr121_26250.pdf?sfvrsn=c07e4bfd_1TP-11-08-24BSN
, signing/pavement markings, overhead signing, lighting, intelligent transportation systems, toll plaza, 1,841.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 904.000 0530- 1-100 RIPRAP, SAND-CEMENT, SPECIAL DETOUR- TEMPORARY PAVEMENT (43619415201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, 0285-712- OPTIONAL BASE, BASE GROUP 12 SY 13,205.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 13,573.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/nov08/tp-11-08-24bsn.pdf?sfvrsn=82bfd70f_1509-070
) Pavement Edge Signal And Gate Railroad Gate Or Gate Or Signal And Railroad Gate Line Shoulder (Travelway) Pavement Edge Signal And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge Travelway Of Centerline Travelway Of Centerline (See Note 2) 10' Min. (See, Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' ¡ Median SIGNAL PLACEMENT AT RAILROAD, CROSSING (2 - LANE DESIGN) See Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' M i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/509-070.pdf?sfvrsn=3df2958e_1521-428
, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Begin or End Bridge Front Face of Backwall & Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab (Reinforcing Steel not shown for clarity) PLAN Railing top, "A" and provide Detail "B" if 44" Concrete Barrier or Single-Slope NOTE: Pavement Approach Slab Similar) Approach Slab Shown, Rigid Approach Slab (Flexible Pavement Slab Approach Approach Slab ** Begin
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-428.pdf?sfvrsn=fa402ce3_120250108_207555-5_SR235_26110
L a n e W h e e l P a t h Pavement Layer NA Section No: 26110000 / 26110101 Beg MP, : Cored By: Pavement Evaluation Coring and Condition Data District 2 Materials Date: 01/08/25 Page, OL N 1.5 1.0 2.5 LR F Pavement Evaluation Coring and Condition Data Cored By: District 2 Materials, 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, Pavement Evaluation Coring and Condition Data Cored By: District 2 Materials Date: 01/08/25 Page
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20250108_207555-5_sr235_26110.pdf?sfvrsn=40e9e211_120250205_210059-3_SR349_33030
= Sand Bituminous Road Mix TRVCK=TRANSVERSE CRACKING Pavement Evaluation Coring and Condition Data, 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, SPL=SPALLING SBRM = Sand Bituminous Road Mix TRVCK=TRANSVERSE CRACKING Pavement Evaluation Coring, i t i o n Pavement Layer Comments: C o r e N u m b e r M i l e P o s t L, Pavement Evaluation Coring and Condition Data Cored By: Meskel & Associates Engineering 02/05/25 Page
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/33/20250205_210059-3_sr349_33030.pdf?sfvrsn=92cbfa50_19910100-723FHWA
marker above the pavement surface shall be 36 inches. 991-1.3 Color: Tubular Marker color must, tests shall be performed only on tubular markers measuring 36 inches above the pavement surface, the pavement surface shall be 36 inches. 991-2.3 Color: Tubular Marker color must be uniform, tests shall be performed only on tubular markers measuring 36 inches above the pavement surface, , width, or length of 8 inches. The height of the tubular marker above the pavement surface shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9910100-723fhwa01270d77f94d4941896f5f6cf9177072.pdf?sfvrsn=a76a4444_25560102.impl
, settlement, separation of pavement, escaping boring fluid (frac-out) of the J&B or MT operation, Pavement): When under pavement (including sidewalk) and front shoulders, all J&B pipe, be applied to the ultimate roadway section for future widening. When under the pavement, conduct an air, period recommended by the manufacturer. 556-4.3.3 Drainage Application Testing (Not Under Pavement): When J&B pipe installations are not located under the pavement, the pipe and joint configuration
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/5560102.impl.pdf?sfvrsn=933074b6_0E6P71-R0BidTabs
12,000.00 50.00000 2,000.00 280.00000 11,200.00 0035 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1, EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 250.000 SY 15.00000 3,750.00 6.00000 1,500.00 3.50000 875.00 0045 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 250.000 SY 15.00000, PAVEMENT, 1" AVG DEPTH 250.000 SY 8.00000 2,000.00 60.00000 15,000.00 0040 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 250.000 SY 8.00000 2,000.00 60.00000 15,000.00 0045 0327 70 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2025/apr24/e6p71-r0bidtabs.pdf?sfvrsn=518453cd_11600100int
Asphalt Pavement: When Reclaimed Asphalt Pavement (RAP) is milled from the same project and milling, Reclaimed Asphalt Pavement (RAP): Obtain the Engineer’s approval in writing for the option to use 100, other material. 160-2.2.3 Reclaimed Asphalt Pavement (RAP) Blended Material: RAP blended material, to the plane of the finished graded surface shown in the Plans. Construct mainline pavement lanes, turn, bearing applications such as pavement lanes, turn lanes, ramps, parking lots, concrete box
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/1600100int.pdf?sfvrsn=a6712c6c_11600100ind
Asphalt Pavement: When Reclaimed Asphalt Pavement (RAP) is milled from the same project, the material. 160-2.2.2 Reclaimed Asphalt Pavement (RAP): Obtain the Engineer’s approval in writing, or contaminating with any other material. 160-2.2.3 Reclaimed Asphalt Pavement (RAP) Blended, mainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts, retaining wall systems, . Construct mainline traffic bearing applications such as pavement lanes, turn lanes, ramps
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/1600100ind.pdf?sfvrsn=bc572df4_1509-070
) Pavement Edge Signal And Gate Railroad Gate Or Gate Or Signal And Railroad Gate Line Shoulder (Travelway) Pavement Edge Signal And Gate Railroad Gate Or Signal And Gate Railroad Gate Or Or Curb Pavement Edge Travelway Of Centerline Travelway Of Centerline (See Note 2) 10' Min. (See, Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' ¡ Median SIGNAL PLACEMENT AT RAILROAD, CROSSING (2 - LANE DESIGN) See Index 830-T01 Crossing Shoulder Pavement M i n . 1 2 ' M i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/509-070.pdf?sfvrsn=37b422e6_1521-428
, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab Begin or End Bridge Front Face of Backwall & Shown, Rigid Pavement Approach Slab Similar) Approach Slab (Flexible Pavement Approach Slab (Reinforcing Steel not shown for clarity) PLAN Railing top of Traffic, " if 44" Concrete Barrier or Single-Slope NOTE: Pavement Approach Slab Similar) Approach Slab Shown, Rigid Approach Slab (Flexible Pavement Slab Approach Approach Slab ** Begin or End 5P Bar
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-428.pdf?sfvrsn=85d9b032_12025 District 5 Letting and Project Information
Maintenance E57D9 Seminole Wekiva Parkway Acrylic Screen Wall E59C2 Lake Pavement Markings 1, 2, 3, Addendum E53D9-R0 Brevard, Orange, Osceola,Volusia Pavement Markings E56F9 Orange Landscape, ID County Major Work Type Addendum E53D8 Brevard Pavement Markings E55F8 Volusia Bridge-Repair, , Seminole Pavement Markings E57D3-R0 Orange, Seminole Drainage Repair E58F4 Osceola Resurfacing, & Video E56D1 Marion Pavement Markings E56D6-R0 Orange Performance Sidewalk & Inlet Top
https://www.fdot.gov/contracts/district-offices/d5/lettings/2025/2025-district-five-letting-and-project-information