7440 search results for Pavement
7130000.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_1E6P60
/ 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_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_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_0