7440 search results for Pavement
1200503-724IMPL
, curb and gutter, etc., excavated in the removal of existing pavements, and dispose of them, adjacent to all pavement or base construction in order to provide support for the edges. Maintain, surface shown in the Plans. 2. Shape the earthwork to match adjacent pavement, curb, sidewalk, the work does not include construction of base or pavement, shape the entire roadbed (shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1200503-724impl.pdf?sfvrsn=21a8f45c_1E6O83
, BASE GROUP 09 SY 100.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 4,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE, TN 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 10.000, 0570- 1- 2 PERFORMANCE TURF, SOD SY 200.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.000 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/sep28/e6o83.pdf?sfvrsn=a396a8ca_1E6O82
- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,000.000 Page 2 Bid Solicitation Notice, 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE, 30.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 6- VALVE BOXES, ADJUST EA 10.000, 250.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 300.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 1.000 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/mar28/e6o82.pdf?sfvrsn=7b8fbfe3_1E4X44
treatment, removal), pavement markings (painted, thermoplastic, tape), signing (single-column, panel, AND BRANCH PRUNING EA 24.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 270.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 30,380.000 0334- 1- 12 SUPERPAVE, , PG 76- 22 TN 2,536.100 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 6.700 0425- 5- MANHOLE, ADJUST, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.475 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/oct04/e4x44.pdf?sfvrsn=3f80982e_1E54F9
and pavement marking. The intent of this contract is to provide means for the DEPARTMENT to quickly, 15 SY 450.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 190.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,133.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 1,800.000 0334- 1- 52 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC B, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 521.000 0710- 11-101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/apr01/e54f9.pdf?sfvrsn=93c90d78_120201208_444612-1_SR 45_13010000
------------P Roberts Consulting Services 13010000 PAVEMENT LAYER (IN.) ManateeSR No.: Paved XLawn Overall Pavement Condition (from DMO field review):Fair Typical Section: Cored By: 12/8/2020 Median, DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, D I T I O N COMMENTS Roberts Consulting Services 13010000 PAVEMENT LAYER (IN.) ManateeSR No.: Paved XLawn Overall Pavement Condition (from DMO field review):Fair Typical Section: Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20201208_444612-1_sr-45_13010000.pdf?sfvrsn=7430d4ea_120201208_444612-1_SR 45_13010000
------------P Roberts Consulting Services 13010000 PAVEMENT LAYER (IN.) ManateeSR No.: Paved XLawn Overall Pavement Condition (from DMO field review):Fair Typical Section: Cored By: 12/8/2020 Median, DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, D I T I O N COMMENTS Roberts Consulting Services 13010000 PAVEMENT LAYER (IN.) ManateeSR No.: Paved XLawn Overall Pavement Condition (from DMO field review):Fair Typical Section: Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20201208_444612-1_sr-45_13010000873c5dde-9840-42d0-aadb-fcc4b50d5edd.pdf?sfvrsn=6e0d8936_12024FDM913TypSect
station or milepost limits. Typical Section sheets also provide traffic data and pavement design, represent the required 100 feet of loop pavement underneath the toll gantry, tolling equipment building, width of existing pavement and proposed pavement on widening projects. (12) Curb location and type, of roadway pavement, shoulder surfaces, sidewalks, and bridge decks as a decimal part of a foot vertical, Three decimal places may be required for pavement cross slope. (15) Median width and type, show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm913typsect.pdf?sfvrsn=6d816c8a_1630-001
6" 6" Pavement Base Conduit Finished Grade Conduit Conduit Conduit Base 6" 6" Pavement 8, " M i n . Material Undisturbed Material Undisturbed (See Pavement Removal Note) Width of Pavement Removal (See Pavement Removal Note) Width of Pavement Removal Gutter Min. Subgrade, NOT EXPOSED BASE AND PAVEMENT PRIOR TO INSTALLATION OF PLACEMENT UNDER NEW ROADWAY NOT ADJACENT TO GUTTER PLACEMENT UNDER EXISTING PAVEMENT ADJACENT TO GUTTER PLACEMENT UNDER EXISTING PAVEMENT NOTES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/630-001.pdf?sfvrsn=93a3c06e_1830-T01
of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications, vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to When, , a transition pavement will be maintained at 2. negotiated otherwise. All pavement material, including, INDEX 2 2 830-T01 RAILROAD (GRADE) CROSSING 11/01/19 ¡ Pavement Beveled Edge (1:4 Slope) Shoulder Pavement Edge Of Travel Way Shoulder Line* Pavement' Above See 'Crossing Shoulder Varies (2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/830-t01.pdf?sfvrsn=93eda7c3_1E53C3
Letting: 05231205 Call Order: 003 Proposal: E53C3-R0 District:05 Counties: VOLUSIA Road Name: PAVEMENT, of pavement markings on various Department maintained roadways on an as-needed basis in Volusia, of experience in the performance of pavement markings, or the Project Superintendent must have, a certificate of prequalification with the Department in "Pavement Markings" will suffice to meet the above, . Call Order: 003 Proposal: E53C3-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/dec05/e53c3.pdf?sfvrsn=2d7f539_120230302_448787-1_SR 401_70080
2.2 3.1 LR 12.9 ꟷ ꟷ ꟷ ꟷ ꟷ Thin Pavement Expected (~2.1") 1" layer of asphalt found ~7.75" beneath asphalt State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET, SR 401 Pavement Layer (in.) Base Cross Slope (%) Wheel Path Rut Depth (in) Pavt Cond, crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement, of Pavement * = Refer to Aerial Coring Plan for a more accurate location Crack Extent: L= Light; M= Moderate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230302_448787-1_sr-401_70080.pdf?sfvrsn=d77cdf23_1E59C5
:PAVEMENT MARKINGS Limits: Midpoint Project(s):44410017218(*) Federal Aid No:N/A Total Roadway Length, this Contract consists of the removal of existing thermoplastic, paint, and preformed tape pavement markings, installation of thermoplastic and preformed tape pavement markings, refurbishment of existing thermoplastic pavement markings, and removal and replacement of raised pavement markers on various, is required to have at least three (3) years of experience in the performance of Pavement Marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/oct01/e59c5.pdf?sfvrsn=54aed025_1630-001
6" 6" Pavement Base Conduit Finished Grade Conduit Conduit Conduit Base 6" 6" Pavement 8, " M i n . Material Undisturbed Material Undisturbed (See Pavement Removal Note) Width of Pavement Removal (See Pavement Removal Note) Width of Pavement Removal Gutter Min. Subgrade, NOT EXPOSED BASE AND PAVEMENT PRIOR TO INSTALLATION OF PLACEMENT UNDER NEW ROADWAY NOT ADJACENT TO GUTTER PLACEMENT UNDER EXISTING PAVEMENT ADJACENT TO GUTTER PLACEMENT UNDER EXISTING PAVEMENT NOTES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/630-001.pdf?sfvrsn=598ff3e8_1830-T001
of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications. 6, vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to When, pavement will be maintained at 2. negotiated otherwise. All pavement material, including, 830-T01 RAILROAD (GRADE) CROSSING 11/01/19 ¡ Pavement Beveled Edge (1:4 Slope) Shoulder Pavement Edge Of Travel Way Shoulder Line* Pavement' Above See 'Crossing Shoulder Varies (2' Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/830-t001.pdf?sfvrsn=5fac104b_1830-T01
of the crossing, no more than 50 feet from 7. Install pavement in accordance with the Specifications. 6, vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to When, pavement will be maintained at 2. negotiated otherwise. All pavement material, including, 830-T01 RAILROAD (GRADE) CROSSING 11/01/19 ¡ Pavement Beveled Edge (1:4 Slope) Shoulder Pavement Edge Of Travel Way Shoulder Line* Pavement' Above See 'Crossing Shoulder Varies (2' Min
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/830-t01.pdf?sfvrsn=743a8597_1E8V21
is to provide improvements to drainage, signing and pavement markings, structures, ITS, and to mill, - MAINTENANCE OF TRAFFIC (44968825201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, , BASE GROUP 09 SY 10,296.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 37,147.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 59,234.000 0327- 70- 9 MILLING EXISTING ASPHALT PAVEMENT, 5 1/4" AVG DEPTH SY 1,659.000 0327- 70- 11 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan14/e8v2189096a2b11a34a67a29fa13e78d5aa2e.pdf?sfvrsn=39aa2062_120230927_450782-1_SR 5 (US 1)_79010 & 79030
8 R2 1.0 1.7 2.7 LR 7.0 B A III S P 5 0.277 12 R2 2.0 3.0 5.0 LR 7.3 P Pavement Ripples 6, South of SR 400 (Beville Rd.) State of Florida Department of Transportation PAVEMENT EVALUATION, depth crack to the base. EOP = Edge of Pavement Note: The crew advanced 15" (length of core barrel) into the pavement and was unable to retrieve a core sample for #19 at this location. SR 5 (US 1, Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in.) Cross Slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20230927_450782-1_sr-5-(us-1)_79010-79030.pdf?sfvrsn=4d82b3ef_120241112_449681-1_No SR_12900
: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1 - 1st, - Moderate L - Light Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, Curbed Y N/A 3. Stabilization thickness was checked on 10% of the coring locations. For pavement, of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) LEE SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20241112_449681-1_no-sr_12900.pdf?sfvrsn=7db352e6_1D3270000.do
. Remove existing asphaltic concrete pavement by milling to improve the rideability and cross slope of the finished pavement, to lower the finished grade adjacent to existing curb prior to resurfacing, or to completely remove existing pavement. Whenmilling to improve rideability, the plans, to effectively limit the amount of dust escaping during the removal operation. Forcomplete pavement removal, of the equipment specified above. 327-3 Construction. Remove the existing raised reflective pavement markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3270000.do.pdf?sfvrsn=b55c9461_0