7241 search results for Pavement
20230302_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_07130000.impl
to the pavement surface. Offset longitudinal lines at least 2 inches from construction joints on portland cement concrete pavement. Apply traffic stripes or markings only to dry surfaces, and when, side of the existing line is visible. Apply traffic stripes and markings to the pavement by means, of the striping performance. Remove and replace pavement stripes and markings not meeting the requirements of this Section at no additional cost to the Department. Apply all final pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/implemented/7130000.impl.pdf?sfvrsn=910d8a25_0SS7010000
701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS. (REV8-13-08)(FA8-18-08)(1-09) PAGE731.ThefollowingnewSectionisaddedafterSection700: SECTION701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS 701-1 Description. Applyaudible and vibratory pavement markings in accordance with the Contract Documents, joints of Portland cement concrete pavement. Applytrafficstripesormarkings only to dry surfaces, to 0.085 inches, exclusive of the transverse audible bars, when measured above the pavement surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7010000.pdf?sfvrsn=e650271c_0SS7130000
of the type recommended by the manufacturer. Ensure the tape stripes and markings adheres to the pavement, concrete pavement. Apply traffic stripes or markings only to dry surfaces, and when the ambient air, of the existing line is visible. Apply traffic stripes and markings to the pavement by means, of the striping performance. Remove and replace pavement stripes and markings not meeting the requirements of this Section at no additional cost to the Department. Apply all final pavement markings prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss7130000.pdf?sfvrsn=e9967b66_09710700.origind
and the following is substituted: 971-7 Permanent Tape Materials for Pavement Stripes and Markings. 971-7.1 General: The materials for pavement stripes and markings shall consist of white or yellow weather, from all skins, dirt and foreign objects. 971-7.2 Composition: The pavement stripes and markings, signs of poor adhesion. Durability is the measured percent of pavement marking material completely removed from the pavement. The pavement marking material line loss must not exceed 5.0% of surface area
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/9710700.origind.pdf?sfvrsn=b91b2781_0rdb15-08
and Pavement Marking Standards at Ramp Intersections This bulletin introduces new minimum signing and pavement marking standards for interstate exit ramp intersections throughout the state of Florida, . The new standard for signing and pavement marking at exit ramp intersections is illustrated in Figures, Roadway Design Bulletin 15-08 Traffic Operations Bulletin 03-15 Signing and Pavement Marking, and route interstate shield pavement marking in left-turn lanes extending from the far-side ramp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/wwd/rdb15-08.pdf?sfvrsn=23d5e6f_1E57D2BidTabs
of concrete roadway slab removal and replacement, including pavement markings and RPMs in various, is required to have at least three (3) years of experience in the performance of Concrete Pavement, ) GARCIA CIVIL CONTRACTORS Units ( ) indicates item is bid as Lump Sum 0001 (CONCRETE PAVEMENT, is bid as Lump Sum 0001 (CONCRETE PAVEMENT SURFACE REPAIR (SF SECTION: 0020 0353 70 CONCRETE PAVEMENT, 0025 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 20.000 EA 7.00000 140.00 35.00000 700.00 23.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/sept3/e57d2bidtabs.pdf?sfvrsn=fae4f79f_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/2027/idx/830-t01.pdf?sfvrsn=1dc3523_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/2027/idx/630-001.pdf?sfvrsn=789d32be_120250619_452881-1_SR 434 (JYP Extension)_75242
Rut Depth (in) Cross Slope (%) State of Florida Department of Transportation PAVEMENT, depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch; SL, Core No.MP Distance from left edge of lane (ft) Lane Wheel Path Comments Pavement Layer, .) Pavement Shoving 32 0.047 4.5 OL 1.71.7LR5.8BSTIISP Extra Core Remarks: Crack Depth of "B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20250619_452881-1_sr-434-(jyp-extension)_75242.pdf?sfvrsn=e7b9986d_1E4X54
), pavement markings (RPM, painted, profiled thermoplastic, thermoplastic), signing (single-post, single, DETOUR- TEMPORARY PAVEMENT (44412215201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, - 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 35,037.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 65,821.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 10,867.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 6,842.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/e4x54.pdf?sfvrsn=a84705ee_1E56F2
: SR 434 FROM SR 414 TO SR 436 - PAVEMENT ONLY RESURFACE (FLEX) The Improvements under this Contract consist of milling and resurfacing, minor flexible pavement reconstruction, sidewalk, curb & gutter, traffic signals, signing and pavement marking, on State Road 434 from SR 414 to SR 436, 09 SY 160.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 74,731.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 24,485.000 0327- 70- 6 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/apr01/e56f2.pdf?sfvrsn=84a58f39_1