Search

Exhibit 230-3-4

ALONG DIVIDED ARTERIALS/COLLECTORS TYPICAL LAYOUT FOR WRONG-WAY SIGNING AND PAVEMENT MARKING, SIGNING AND PAVEMENT MARKING AT 3-LEG W R O N G W A Y R5-1a* W R O N G W A Y R5-1a

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-230-3-4.pdf?sfvrsn=54ee3c50_1

Pavement Approaches) FY 2026-27 1 Index 400-090 Approach Slabs (Flexible Pavement Approaches) Design, with asphalt (flexible) roadway approach pavement. Approach Slabs are intended to provide a smooth vertical transition between the roadway approach pavement and the bridge. They are supported, ¾” thick and continuous with the roadway asphalt pavement. Include the required pavement type along, Slabs (Flexible Pavement Approaches) FY 2026-27 2 FC-5: final structural course of 1" and a friction

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-400-090.pdf?sfvrsn=ae6870ab_1

Exhibit 220-2

R R TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT RAILROAD CROSSING AT TWO-LANE ROADWAY R8-8 Railroad Gate 1 2 ' M i n . Foul Area (Typ.) R8-8 For Use Near Signalized Intersections R8-8 For Use Near Signalized Intersections Paved Shoulder RPM Spacing at 10' Maximum 1 5 ' 6 .0 4 7 3 RDE Pavement Marking, . 4' Min. Edge of Pavement Edge of Traveled Way 6" White 6" Dbl. Yellow 10' Min. 6' 6

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-2.pdf?sfvrsn=80023da0_2

711-003FHWAApproved

TYPICAL PAVEMENT MARKINGS AT ENTRANCE RAMPS TWO-LANE PARALLEL-TYPE ENTRANCE WITH ADDED LANE, Added Lane Similar, See Note 3) NOTES: 3. 2. See Index 711-001 for pavement message dimensions and details. acceleration lane from the gore markings. 1. Extend this 8" white Pavement Marker one-fourth the length of the Merge Pavement Message and Arrow only used for Two-Lane Entrances. 9, " White/Red Raised Pavement Markers Yellow/Red Raised Pavement Markers White/Red Raised Pavement

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003fhwaapproved.pdf?sfvrsn=b780c95_1

Exhibit 913-7

BASE WIDENING WIDTH. MAY VARY DUE TO EXISTING PAVEMENT * ACTUAL WIDTH OF BASE WIDENING STA. 1342, STRUCTURAL COURSE (TRAFFIC E) (1 ƀ") (PG 76-22) MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) EXISTING OUTSIDE SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX546-010) TYPE SP STRUCTURAL COURSE (TRAFFIC E) (1 ƀ") (PG 76-22) MILL EXISTING ASPHALT PAVEMENT (1 ƀ" DEPTH) NEW INSIDE SHOULDER PAVEMENT, ) OPTIONAL BASE GROUP 1 INSIDE SHOULDER PAVEMENT DETAIL AT NO ADDITIONAL COMPENSATION OF OPTIONAL

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-7.pdf?sfvrsn=665d19ac_2

2023FloridaGreenbookRulemaking

Removed – See Chapter 1 Chapter 3 Geometric Design Chapter 4 Roadside Design Chapter 5 Pavement, ..................................................................................... Robert Behar 5. Pavement Design and Construction, existing street pavement widths as efficiently as possible to accommodate all modes, . 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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2023/2023floridagreenbookrulemaking.pdf?sfvrsn=b48a7760_4

E53C5BidTabs

: Vendor Ranking PAVEMENT MARKINGS 44410017209 (*) N/A Page 1 of 1 10/12/2023 Florida Department, of installation, refurbishment and removal of pavement markings and RPMs in various locations, ) years 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, , MARION, ORANGE, OSCEOLA, SEMINOLE, SUMTER, VOLUSIA Counties: 44410017209 (*) Fed Aid No: PAVEMENT

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2023/oct03/e53c5bidtabs.pdf?sfvrsn=a23b11cc_1

E4W89

), pavement markings (detectable warnings, RPM, painted, thermoplastic, bike lane), signing (single column, GROUP 09 SY 337.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 78,161.000, , TYPE 4, 2 PLANE BACK, BASE MOUNT EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,863.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 4.181 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" GM 0.200 0710

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jul12/e4w89.pdf?sfvrsn=ce101a3a_1

E53F2

: RESURFACING FROM SR 50 TO E. OF SR 5 (US 1) & SR 50 @ I-95 INTERCHANGE - PAVEMENT ONLY RESURFACE, , traffic signals, and signing and pavement markings on SR 405 from SR 50 to east of SR 5 (US-1) & SR, /DRIVEWAY BASE- OPTIONAL MATERIALS SY 114.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 30,998.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 199,600.000, , SOD SY 29,698.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,237.000 0710- 11-101 PAINTED

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/oct01/e53f2.pdf?sfvrsn=aaa0af8d_1

18_Signing_and_Marking_Redlines

...................................................... 18–6 18.4 Pavement Markings .......................................................................... 18–6 18.4.1 Pavement Markings . ........................................................... 18–6 18.4.2 Reflective Pavement Markers ............................................. 18–6 18.4.3 Pavement or Surface Art ..................................................... 18–7 18.5 Audible, ................................................... 18–7 18.6 Railroad Dynamic Envelope Pavement Marking

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/18_signing_and_marking_redlines.pdf?sfvrsn=bf254035_6

18_Signing_and_Marking_Rulemaking

....................................................... 18–6 18.4 Pavement Markings ............................................................................ 18–6 18.4.1 Pavement Markings .............................................................. 18–6 18.4.2 Reflective Pavement Markers .............................................. 18–6 18.4.3 Pavement or Surface Art ...................................................... 18–7, Envelope Pavement Marking and Signage.......... 18–7 Figures Figure 18-1 Examples of Advance Street Name

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/18_signing_and_marking_rulemaking.pdf?sfvrsn=40a442ba_1

E58F6

of milling & resurfacing, sidewalk, traffic signals, signing and pavement markings on State Road 436 from, : E58F6 ALT Item Description Unit Quantity 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 125,063.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 25,350.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 1,508.000 0334- 1- 13 SUPERPAVE, , REMOVE EXISTING CABINET EA 2.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 2,354.000 0710- 11-101

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/nov04/e58f6.pdf?sfvrsn=360a71fd_1

E8W42

County, Florida. The work includes, but is not limited to: asphalt pavement milling and resurfacing, widening, reconstruction, and placement of new asphalt pavement; construction of plain cement concrete pavement in truck parking areas; removal of concrete picnic tables; miscellaneous drainage, and removal; and upgrades to lighting, signing and pavement markings. No Pre-Bid Conference. Contractor, (44262015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44262015201) LS 1.000 0102- 2-300

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/nov18/e8w42.pdf?sfvrsn=8b60ecd1_1

E3X44-R0

this Work Document-Driven Contract consist of the removal and replacement of existing reflective pavement, reflective pavement markers removed shall be replaced in same workday. Maintenance of Traffic, : E3X44-R0 ALT Item Description Unit Quantity Section 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA) 0102- 14- TRAFFIC CONTROL OFFICER HR 40.000 E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2023/oct12/e3x44-r0.pdf?sfvrsn=2d47f23c_1

E1W52-R0

Florida Department of Transportation Bid Solicitation Notice and Approximate Quantities Letting:01231102Call Order:002Proposal:E1W52-R0District:01 Counties:DIST/ST-WIDE, MANATEE Road Name:Longline Striping, Pavement Marking, and RPM's Limits:Midpoint Project(s):43272827239(*) Federal Aid, ALTItemDescriptionUnitQuantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) 0706- 1- 3RAISED PAVEMENT MARKER, TYPE, , WHITE, ARROWEA100.000 0711- 17- 1THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2023/nov02/e1w52-r0.pdf?sfvrsn=617526fe_1

November 3, 2023

Thermoplastic Pavement Marking

https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/contracts-d4-lettings-2023/november-3-2023

Professional Services (24649)

Letting Date:10/02/2023 FM 41806423201 Description: Assist the District 6 ADA Coordinator by providing professional/technical personnel to perform supportive services to ensure ADA compliance in Miami-Dade and Monroe Counties Estimate: $1,500,000.00 Major: 3.1— Minor Highway Design 6.1— Traffic Engineering Studies Minor: 6.2— Traffic Signal Timing 7.1— Signing, Pavement Marking & Channelization 7.2— Lighting 7.3— Signalization 8.2— Design, Right of Way, Construction Surveying 8.4— Right

7241 search results for Pavement