7241 search results for Pavement
3530901.impl
and the following substituted: 353-11 Method of Measurement. Thepayquantity for concrete pavement, pavement slab replacement, will be full compensation for all work specified in this Section and shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/3530901.impl.pdf?sfvrsn=4d53a9cf_0SS3390700
339 MISCELLANEOUS ASPHALT PAVEMENT – METHOD OF MEASUREMENT. (REV 5-19-11) (FA 8-4-11) (1-12) ARTICLE 339-7 (Page 313) is deleted and the following substituted: 339-7 Method of Measurement. The quantity to be paid for will be the weight, in tons, determined by an electronic weighing system as described in 320-3.2. The pay quantity will be based on the average spread rate of the area shown, approved form, for the certified miscellaneous asphalt pavement pay item. Submit this certification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3390700.pdf?sfvrsn=59159ca0_0E3Y79-R0
and replacement of pavement markings, removal and replacement of curb and gutter sections, or other incidental, EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,500.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 1,000.000 0327- 70- 10 MILLING EXISTING ASPHALT PAVEMENT, 5" AVG DEPTH SY 100.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN 50.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/e3y79-r0.pdf?sfvrsn=3c697f6d_1E55F1Addendum005
Attachment G Pavement Design Revised pavement design to have consistent milling and resurfacing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/design-build/e55f1/e55f1addendum005.pdf?sfvrsn=fb1c0f36_1E1X85-R0BidTabs
0050 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 41,098.000 SY 3.04000 124,937.92, 8,490.69 1,150.00000 3,450.00 2,790.00000 8,370.00 0085 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 1,750.000 EA 4.06000 7,105.00 3.45000 6,037.50 4.80000 8,400.00 0090 0710 11101 PAINTED PAVEMENT, 0095 0710 11102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE AND URBAN ISLAND, 8" 0.010 GM 436.25000 4.36 435.00000 4.35 516.00000 5.16 0100 0710 11123 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/jun05/e1x85-r0bidtabs.pdf?sfvrsn=e7b9a027_1102-120IntReviewPkg
Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t, that miscellaneous asphalt pavement in accordance present, construct 2" Asphalt Pad using 2. ASPHALT PAD: Where existing pavement is not can only be used on flexible or rigid pavement. 1. LIMITATION, Note 3 Flexible or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6, herbicide is not with Specification 339 with the exception that miscellaneous asphalt pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-120intreviewpkg.pdf?sfvrsn=c7647fa1_1711-003IntReviewPkg
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/2027/711-003intreviewpkg.pdf?sfvrsn=7bcccb8b_1E53D8
Letting: 05250805 Call Order: 001 Proposal: E53D8 District:05 Counties: BREVARD Road Name: PAVEMENT, this Contract consists of installation, refurbishment, removal and replacement of thermoplastic pavement, of Pavement Markings, or the Project Superintendent must have at least three (3) years of like experience, with the Department in "Pavement Markings" will suffice to meet the above requirements. Call Order: 001 Proposal: E53D8 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/aug05/e53d8.pdf?sfvrsn=9afee1cc_1102-120IndReviewPkg
Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t, that miscellaneous asphalt pavement in accordance present, construct 2" Asphalt Pad using 2. ASPHALT PAD: Where existing pavement is not can only be used on flexible or rigid pavement. 1. LIMITATION, Note 3 Flexible or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6, herbicide is not with Specification 339 with the exception that miscellaneous asphalt pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-120indreviewpkg.pdf?sfvrsn=25d88051_1711-003IndReviewPkg
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, Raised Pavement Markers Yellow/Red Raised Pavement Markers White/Red Raised Pavement Markers 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003indreviewpkg.pdf?sfvrsn=96bd1b24_1Exhibits 913-3-7-13
TO EXISTING PAVEMENT * ACTUAL WIDTH OF BASE WIDENING STA. 1342+25.00 TO STA. 1950+85.75 I-75 (SR 93, 76-22) MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) EXISTING OUTSIDE SHOULDER PAVEMENT GROUND, ASPHALT PAVEMENT (1 ƀ" DEPTH) NEW INSIDE SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010, PAVEMENT DETAIL AT NO ADDITIONAL COMPENSATION OF OPTIONAL BASE MATERIAL (GRANULAR ONLY) THIS AREA MAY BE CONSTRUCTED LBR 40 STABILILZATION TYPE B OPTIONAL BASE 12" 4" 8" 4" PAVEMENT SHOULDER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibits-913-3-7-13.pdf?sfvrsn=a3e0cf20_1102-120FHWAReviewkg
Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t, that miscellaneous asphalt pavement in accordance present, construct 2" Asphalt Pad using 2. ASPHALT PAD: Where existing pavement is not can only be used on flexible or rigid pavement. 1. LIMITATION, Note 3 Flexible or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6, herbicide is not with Specification 339 with the exception that miscellaneous asphalt pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-120fhwareviewkg.pdf?sfvrsn=787415e1_1711-003FHWAReviewPkg
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, Raised Pavement Markers Yellow/Red Raised Pavement Markers White/Red Raised Pavement Markers 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003fhwareviewpkg.pdf?sfvrsn=a7af227_1711-003IntlReviewResponse
: Agreed. Edge of pavement details needed clarification. CHANGE MADE TO INDEX: Yes. Response Date, ’, consistent with the traditional “left-to-right” direction or order. 2. The chevron pavement markings, Mounted Delineator 4 0 ' - 0 " White Post Mounted Delineator See Note 1 Pavement Markers Yellow/Red Raised Pavement Markers Yellow/Red Raised White/Red Raised Pavement Markers White/Red Raised Pavement Markers (See Note 2) 6" White (10'-30') 6" White 8" White 6" Yellow 8" White 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003intlreviewresponse.pdf?sfvrsn=2222ccf0_1Exhibit 220-5 Redlines
Intersections SIGNIFICANT SKEW TO THE ROADWAY Example of exclusion of downstream RDE pavement markings, 24"White Edgeof Pavement 24"White Dimensionsnotshownforclarity,seeExhibit220-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-220-5-redlines.pdf?sfvrsn=ad3a402a_3Exhibit 230-3-4 Redlines
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/review/exhibit-230-3-4-redlines.pdf?sfvrsn=8402d54c_3DEV330SE (10-3-11)
HOT MIX ASPHALT – GENERAL CONSTRUCTION REQUIREMENTS – SAFETY EDGE (REV 10-3-11) SUBARTICLE 330-5.2 is expanded by the following: 330-5.2.4 Safety Edge: Construct a pavement safety edge by attaching a device to the screed of the paver to confine and extrude the asphalt material at the end gate to create a compacted wedge shape pavement edge as detailed in the Plans. The device shall maintain contact with the road shoulder surface and allow for automatic transitions to crossroads
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev330se-(10-3-11).pdf?sfvrsn=b056890a_1102-120FHWA-Approved
Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6 ' - 0 " O f f s e t, that miscellaneous asphalt pavement in accordance present, construct 2" Asphalt Pad using 2. ASPHALT PAD: Where existing pavement is not can only be used on flexible or rigid pavement. 1. LIMITATION, Note 3 Flexible or Rigid Pavement for Roadside Safety Low Profile Barrier Portable Temporary 6, herbicide is not with Specification 339 with the exception that miscellaneous asphalt pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-120fhwa-approved.pdf?sfvrsn=860f0896_1711-003FHWA-Approved
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, Raised Pavement Markers Yellow/Red Raised Pavement Markers White/Red Raised Pavement Markers 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003fhwa-approved.pdf?sfvrsn=2bb71fb6_1Exhibit 223-1
Detail Striping See Detail Striping See BIKE LANE TYPICAL PAVEMENT MARKINGS 01/01/2025 EXHIBIT 223-1 NOT TO SCALE Spaces Parking at 10' Spacing Hatching 6" White Diagonal 3' Buffer With Curb Curb Solid Line 6" White Stop Line Return or Radius Curb 2'-4' Dotted 6" White Flush Shoulder Curb or Tapers (Typ.) Dotted at Curb 6" White 2'-4' Flush Shoulder) Curb, DETAILS INTERSECTION BIKE LANE markings. crossings pavement lane and midblock FDM 230 for bike See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-223-1.pdf?sfvrsn=ddd97a5b_1