7241 search results for Pavement
E6P60
/ Disincentive This is an Incentive-Disincentive contract that consists of pavement only resurface (FLEX, 143.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 62,721.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,117.000 0334- 1- 12 SUPERPAVE ASPHALTIC, NOT BID) (44782615201) LS 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,238.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 4.497 0710- 11-102 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/sep25/e6p60.pdf?sfvrsn=f2c03a6f_1E56D3BidTabs
milling & resurfacing and replacing pavement markings on various Department maintained roadways, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 10,000.000 SY 2.00000 20,000.00 7.20000 72,000.00 15.00000 150,000.00 0020 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 20,000.000 SY, PAVEMENT, 2 1/4" AVG DEPTH 10,000.000 SY 2.00000 20,000.00 3.72000 37,200.00 13.00000 130,000.00, 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/dec02/e56d3bidtabs.pdf?sfvrsn=af126e0f_1LAP120
box culverts, retaining walls, and other drainage structures on the non-mainline pavement, with the construction of new mainline pavement, along with concrete box culverts, retaining walls, and other drainage structures on the mainline pavement. 120-1.3 Unidentified Areas of Contamination: When, ; 2. The bottom of the existing pavement; 3. The bottom of existing features removed, , and the bottom of the base for flexible or rigid pavement. 120-2.2 Regular Excavation: Regular
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap120.docx?sfvrsn=df62563c_1LAP1200000
box culverts, retaining walls, and other drainage structures on the non-mainline pavement, with the construction of new mainline pavement, along with concrete box culverts, retaining walls, and other drainage structures on the mainline pavement. 120-1.3 Unidentified Areas of Contamination: When, ; 2. The bottom of the existing pavement; 3. The bottom of existing features removed, , and the bottom of the base for flexible or rigid pavement. 120-2.2 Regular Excavation: Regular
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap1200000.docx?sfvrsn=7bcbd1ed_6SS2000000
to achieve satisfactory results or meet applicable specifications. 200-5.3 Rock Base for Shoulder Pavement, location before placing the final course of pavement on the traveled roadway. When dumping material, or contaminating the pavement surface on the adjacent pavement. Immediately sweep off any rock material, : Construct mainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts and retaining, the base of any LOT of shoulder pavement to not less than 95% of the modified Proctor maximum density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss2000000.pdf?sfvrsn=ff82e7bb_0SS2000000
Pavement: Unless otherwise permitted, complete all rock base shoulder construction at any particular location before placing the final course of pavement on the traveled roadway. When dumping material, or contaminating the pavement surface on the adjacent pavement. Immediately sweep off any rock material, : Construct mainline pavement lanes, turn lanes, ramps, parking lots, concrete box culverts, the base of any LOT of shoulder pavement to not less than 95% of the modified Proctor maximum density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2000000.pdf?sfvrsn=a26780e2_01020900-723FHWA
location. Sheeting used on devices and pavement markings are exempt from this requirement. Notify, as having at least one stake or bolt into the underlying pavement or bridge deck. All other units, all attachment scars to permanent structures and pavements after barrier removal. Make necessary, scars to permanent structures and pavements after crash cushion removal. Make necessary repairs due, . Repair any damage to the existing pavement caused by the removal of temporary lane separator. 102-9.20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020900-723fhwa.pdf?sfvrsn=1ab97097_12024FDM916DrainStruct
arrow and scale above and near the drainage plan view. (2) Display proposed limits of pavement, curbs, , curbs, pavements, fences, railroads, bridges, drainage structures and similar items, as well
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm916drainstruct.pdf?sfvrsn=5fe63faa_12023FloridaGreenbook
– See Chapter 1 Chapter 3 Geometric Design Chapter 4 Roadside Design Chapter 5 Pavement Design, ..................................................................................... Robert Behar 5. Pavement Design and Construction, conditions during these activities. Use existing street pavement widths as efficiently as possible, . Auxiliary Lane A designated width of roadway pavement marked to separate speed change, turning, by pavement markings, and if used, signs. They are one-way facilities that typically carry traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2023/2023floridagreenbook.pdf?sfvrsn=2840266a_120240730_450778-1_SR 500 (US 192)_92030
Extent 1 3.802 9.5 L1 X 1.0 5.5 0.7 8.0 1.5 0.5 17.2 LR - - - - - F Pavement Ripples outside, 13.2 ABC 5.7 B ST III S P Thin pavement on southside of marked core 10B 1.201 10.5 L1 X 0.9 5.1 - - 2.0 0.2 15.4 ABC 7.2 B ST III S P Thicker pavement on northside of marked core 11 0.814 3.0 L1 X 0.7 3.3 - 9.8 1.2 0.5 15.5 LR - - - - - F Debonding at 4.1 inches from the top of pavement 12 0.801, depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/92/20240730_450778-1_sr-500-(us-192)_92030.pdf?sfvrsn=4f6d770b_120250627_441512-1_SR 45_03010
452.447MLR2N1.13.44.57.2F 462.465MLL3Y1.04.55.57.0F STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, Cores (ML/BR/GO) PAVEMENT LAYER (IN.) COLLIERSR No.: Paved: BASE 4.707 5.888 Lawn: Y Shoulder Type and Condition: Overall Pavement Condition (from DMO field review):Fair Typical Section:1, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj, Mainline, Bridge, and Gore Area Cores (ML/BR/GO) PAVEMENT LAYER (IN.) COLLIERSR No.: Paved: BASE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250627_441512-1_sr-45_03010.pdf?sfvrsn=804faa1f_120250708_451236-1_SR 35_14050
3116.655SOLN0.91.51.94.39.74.3BIIIMF Bike. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, 451236-1 CRACK Mainline and Gore Area Cores (ML/GO) PAVEMENT LAYER (IN.) PASCOSR No.: Paved, Pavement Condition (from DMO field review):Fair Typical Section:MAINLINE 12/30/2024 Lanes: N. of Long, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., /GO) PAVEMENT LAYER (IN.) PASCOSR No.: Paved: BASE 4.598 20.298 Lawn: YCurb & Gutter (Y/N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250708_451236-1_sr-35_14050.pdf?sfvrsn=d1a5460c_1DgnStds2StdPlans.FHWA
by the following 4-3.6 Connections to Existing Pavement, Drives and Walks: Generally adhere to the limits, connections to existing pavement, the Engineer will authorize such a change in writing. For necessary, the pavement or Roadway at the crossing by using lumber, planks, or fill. Movement of equipment around, , trees, stumps, roots, rubbish, debris, existing flexible pavement and base, drainage structures, (ATPB) and outlet pipe for use under concrete pavement, in accordance with the details shown
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/dgnstds2stdplans.fhwa.pdf?sfvrsn=d69c8e0b_020250604_449142-1_SR 93_14140 14075
/ 14075000CR 54Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, ): 0.000 449142-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PascoSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, : Overall Pavement Condition (from DMO field review):Fair Typical Section:1 4/3/2025 Lanes, , I-275) Cored By: Median Curbed (Y/N): 0.000 449142-1 CRACK Mainline Cores (ML) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250604_449142-1_sr-93_14140-14075.pdf?sfvrsn=a7b22b70_11020900-723impl
at a readily visible location. Sheeting used on devices and pavement markings are exempt from, one stake or bolt into the underlying pavement or bridge deck. All other units, including those, scars to permanent structures and pavements after barrier removal. Make necessary repairs due, asphalt or concrete pads and repair all attachment scars to permanent structures and pavements after, to the existing pavement caused by the removal of temporary lane separator. 102-9.21 Temporary Signals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/1020900-723impl.pdf?sfvrsn=112d67c6_21020900-723origind
on devices and pavement markings are exempt from this requirement. Notify the Engineer in writing, stake or bolt into the underlying pavement or bridge deck. All other units, including those, to permanent structures and pavements after barrier removal. Make necessary repairs due, structures and pavements after crash cushion removal. Make necessary repairs due to defective, to the existing pavement caused by the removal of temporary lane separator. 102-9.20 21 Temporary Signals
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/1020900-723origind.pdf?sfvrsn=5fcc291d_11020000.FHWA
zone pavement markings for maintenance of traffic (MOT) in construction areas. Provide any other, pavement open to traffic. 102-2 Materials. Meet the following requirements: Bituminous Adhesive..........................................Section 970 Temporary Retroreflective Pavement Markers, of the type typically used for base, including reclaimed asphalt pavement (RAP) material, and having, the personnel qualifications specified in Section 105. 102-5.8 Conflicting Pavement Markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1020000.fhwa.pdf?sfvrsn=7270cdb7_0DgnStds2StdPlans.origind2
- The Subarticles below are deleted and replaced by the following 4-3.6 Connections to Existing Pavement, to extend the construction in order to make suitable connections to existing pavement, the Engineer, . The Engineer may require the Contractor to protect the pavement or Roadway at the crossing by using, , existing flexible pavement and base, drainage structures, culverts, and pipes. Remove all other, concrete pavement, in accordance with the details shown in the Plans and the Design Standard Plans, Index
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/dgnstds2stdplans.origind2.pdf?sfvrsn=3f986974_01020100-723origind2
construction. Furnish and install work zone pavement markings for maintenance of traffic (MOT, the performance of the work, and repair any damage to existing pavement open to traffic. 102-2 Materials. Meet the following requirements: Raised Pavement Marker Adhesive . . . . . . . . . . . . . . Section 706970 Temporary Raised Pavement Markers . . . . . . . . . . . . . . . . Section 990 Paint ..........................................................…Section 710971 Pavement Marking Materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/1020100-723origind2.pdf?sfvrsn=db2987c6_12023FloridaGreenbookRulemakingDraftAWatermark
5 Pavement Design and Construction Chapter 6 Lighting Chapter 7 Rail-Highway Crossings Chapter 8, ..................................................................................... Robert Behar 5. Pavement Design and Construction..................................Margaret, during these activities. Use existing street pavement widths as efficiently as possible, pavement marked to separate speed change, turning, passing, and climbing maneuvers from through traffic, designated for preferential use by bicyclists by pavement markings, and if used, signs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2023floridagreenbookrulemakingdraftawatermark.pdf?sfvrsn=22e1ea95_9