7241 search results for Pavement
2025FDM210ArterialsCollectors
Design criteria for lane widths and pavement slopes are given by lane type, Design Speed, and the travel lane. 210.2.4 Pavement Cross Slopes For roadways, the maximum number of travel, prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet the requirements shown in Figure 210.2.1 . Outside, 210.2.1 Standard Pavement Cross Slopes All Travel Lanes One Direction Notes: (1) These sections
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm210arterialscollectors.pdf?sfvrsn=d34bf8d3_1E1W86BidTabs
1 District: The improvements under this project consist of milling and resurfacing, and pavement, MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 76,428.000 SY 2.85000 217,819.80 3.33000 254,505.24 4.20000 320,997.60 0065 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, RAISED PAVEMENT MARKER, TYPE B 1,261.000 EA 4.50000 5,674.50 3.99000 5,031.39 5.20000 6,557.20 0090 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 10.075 GM 2,000.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/aug21/e1w86bidtabs.pdf?sfvrsn=dd706127_1DEV173SSPI (2-13-19)
panels, lift approach slabs, and correct pavement alignment issues at the locations shown, injection holes through concrete, pavement or other masonry materials as shown in the Plans without, and other measuring devices capable of monitoring movement at the surface of the pavement or structure, excessive polyurethane migration into any existing drainage structures. 173-5.2 Pavement Profile: Prepare a pavement and structure profile from laser level measurements of each area to document pre
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev173sspi-(2-13-19).pdf?sfvrsn=c866328e_1E1X74BidTabs
and resurfacing, and pavement markings on SR 33 from US 92 to north of Buena Vista Street in Polk County. 80, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 10,546.000 SY 2.82000 29,739.72 4.33000 45,664.18 6.01000, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 358.000 SY 24.40000 8,735.20 26.54000 9,501.32, SY 109.31000 1,530.34 152.14000 2,129.96 67.04000 938.56 0120 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 195.000 EA 4.36000 850.20 4.99000 973.05 4.41000 859.95 0125 0710 11101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/sep18/e1x74bidtabs.pdf?sfvrsn=88d79e6b_1SCOP 2023 Award Recipients
of East Gibson Street from North Mills Avenue to Turner, includes pavement markings and drainage, Avenue, includes pavement markings, and pedestrian and bicycle safety improvements. Collier County Reconstruction and widening of Immokalee Road from US 41 to SR 29 (East Main Street), include pavement, Bunker Street to Base Street (US 90), includes pavement markings and signage. City of Madison Reconstruction of SW Shelby Avenue SW Bunker Street to Base Street (US 90), includes pavement markings
https://www.fdot.gov/programmanagement/lp/scop/scop-2023E4W88
(concrete aprons, flumes), pavement markings (detectable, painted, thermoplastic, raised marker, bike, EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 12,942.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 58,043.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 889.800, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 8.208 0710- 11-102 PAINTED PAVEMENT, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 2,587.000 0710- 11-124
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/e4w88.pdf?sfvrsn=c9ab4617_1E3X12
, minor widening, minor drainage, sidewalk, curb ramps, signing and pavement marking, and signalization, 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 81,487.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 110,236.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY 1,162.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, PG76-22 TN, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 58.500 0425- 1-321 INLETS, CURB, TYPE P-2,
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/feb08/e3x12.pdf?sfvrsn=23d5044b_120201014_444906-1_SR 572_16011
0.25 0.18 0.08 Notes: Pavement Condition OL - Outside Left Shoulder OR - Outside Right Shoulder, (Y/N): Inside: Outside: Other: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, . For pavement design assume 12 inches of thickness for stabilization. 4. A blank cell indicates, Designations Crack Type Crack Rating Extent Lane Type B.Grubbs 1 PAVEMENT LAYER (IN.) Polk SR No.: Paved Lawn Overall Pavement Condition (from DMO field review): Fair Typical Section: Cored By: 10/14/2020
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20201014_444906-1_sr-572_16011.pdf?sfvrsn=2d1566a2_1E1X12-R0BidTabs
): Contract: Contract Time: Vendor Ranking Guardrail Reset, Shoulder Rework, Misc. Asphalt Pavement, , Miscellaneous Asphalt Pavement in Glades County. 365 CALENDAR DAYS Project(s): DIST/ST-WIDE, Pavement N/A Contract Descr: Unit Price Quantity Line No / Item ID Unit Price Ext Amount Unit Price, ASPHALT PAVEMENT 1,205.000 TN 345.00000 415,725.00 450.00000 542,250.00 400.00000 482,000.00 0010, 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 1,205.000 TN 500.00000 602,500.00 0010 0538 1 GUARDRAIL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/may16/e1x12-r0bidtabs.pdf?sfvrsn=158af05_11021120int
102-11.20 is deleted and the following substituted: 102-11.20 Work Zone Pavement Markings: Painted pavement markings will be paid as specified in 710-10. The quantity of removable tape to be paid, on the project. The quantity of removable tape to be paid for pavement messages, symbols, and arrows, conflicting pavement markings (paint, tape, thermoplastic, raised pavement markers, etc
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1021120int.pdf?sfvrsn=fc2ee0d9_1E4X51
), drainage (inlet protection), signing (single-post, panel, flexible delineator), pavement markings (raised, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 238.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 51,850.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY, , 2 LOOPS EA 4.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 4.619 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/e4x51.pdf?sfvrsn=2f189f3c_1E4X31
and install), pavement markings (raised markers, object markers, painted, thermoplastic, bike lane, EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 39,511.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, - GUARDRAIL REMOVAL LF 19.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 18,164.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 770.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 4.162 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/oct04/e4x31.pdf?sfvrsn=48f1f35b_1E6P44
the full advertisement Description: A contract to apply preformed thermoplastic pavement markings and permanent tape pavement markings in different locations on various sections of state roads in Miami, . ***Experience in Pavement Markings (Form No. 850-070-06) must be submitted with your bid as an attachment, : 002 Proposal: E6P44 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE, PAVEMENT GM 0.600 0713-103-141 PERMANENT TAPE, WHITE, 6-10 SKIP/DOTTED, 6" FOR CONCRETE SURFACES GM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/oct31/e6p44.pdf?sfvrsn=39b56f44_1E1W91
: The improvements under this Contract consist of milling and resurfacing and pavement markings on SR 78 from N, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,607.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2, " SINUSOIDAL GM 3.589 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 315.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44892615201) LS 1.000 0711- 11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/dec05/e1w91.pdf?sfvrsn=7d1256de_1E3X91
), drainage (inlets, manholes, culvert), pavement markings (midblock crosswalk, painted, thermoplastic, RPM, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 7,068.000 Page 6 Bid Solicitation Notice - Proposal Item, EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 33,857.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,375.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jan09/e3x91.pdf?sfvrsn=712e2d92_120230915_445213-1_SR 518_70120
" indicates full 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, Asphalt Hot Mix; SBRM= Sand Bituminous Road Mix; RAP= Recycled Asphalt Pavement; NB= No Base Base, edge of lane (ft.) Lane Wheel Path Pavement Layer (in.) State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET DC/MS (PSI) Highway Sect. No: 70120-004
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230915_445213-1_sr-518_70120.pdf?sfvrsn=a565d296_1E1X62
AC 33.000 0107- 2- MOWING AC 33.000 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 43,400.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 4,790.000 0334, 6,000.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 890.000 0710- 11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 1,427.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jan16/e1x62.pdf?sfvrsn=274cc19_1E55F6
, Signing/Pavement Marking, Drainage Inlet and Pipe, Bridge Approach Slab Joint Repair, And Traffic, BASE- OPTIONAL MATERIALSSY 1,408.000 0327- 70- 3 MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH SY 6,906.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 7,340.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 929.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 220,705.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/mar04/e55f6.pdf?sfvrsn=8363d543_1E3X03
(40619635201) LS 1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 9.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 0.058 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.058 0918-712-120 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, 10-30 SKIP 6" GM 0.058 0918-712-130 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, BLACK, 10-30 SKIP 6" GM 0.058 Page 7 Bid Solicitation Notice - Proposal Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/e3x03.pdf?sfvrsn=c1b4e264_19700203FHWA
: 9700203 Materials for Raised Pavement Markers and Adhesive Dear Ms. Kendall: We are submitting, Construction Engineer 9700203 MATERIALS FOR RAISED PAVEMENT MARKERS AND ADHESIVE (REV 6-27-24, by the RPM should be visible when viewed from a height of 3.5 feet above the pavement at a distance, in the above table. 9700203 MATERIALS FOR RAISED PAVEMENT MARKERS AND ADHESIVE (REV 6-27-24) SUBARTICLE, should be visible when viewed from a height of 3.5 feet above the pavement at a distance of 20 feet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9700203fhwa.pdf?sfvrsn=e28be897_1