7440 search results for Pavement
7111000.impl
711 THERMOPLASTIC PAVEMENT MARKINGS. (REV 10-27-17) (FA 1-4-18) (7-18) ARTICLE 711-10 is deleted and the following substituted: 711-10 Method of Measurement. The quantities, authorized and acceptably applied, under this Section will be paid as follows: 1. The length, in gross miles, of solid, 10’-30’ skip, 3’-9’ dotted, 6’-10’ dotted, 2’- 2’ dotted, and 2’-4’ dotted lines. 2, . The number of pavement messages, symbols, and arrows. Each arrow is paid as a complete marking, regardless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/7111000.impl.pdf?sfvrsn=ff1cdada_03470501.impl
in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator, or curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/3470501.impl.pdf?sfvrsn=e48b2b3a_07101000.impl
710 PAINTED PAVEMENT MARKINGS. (REV 10-27-17) (FA 1-4-18) (7-18) ARTICLE 710-10 is deleted and the following substituted: 710-10 Method of Measurement. The quantities, authorized and acceptably applied, under this Section will be paid as follows: 1. The length, in gross miles, of solid, 10’-30’ skip, 3’-9’ dotted, 6’-10’ dotted, 2’- 2’ dotted, and 2’-4’ dotted lines. 2. The length, of pavement messages, symbols, and arrows. Each arrow is paid as a complete marking, regardless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/7101000.impl.pdf?sfvrsn=bf79fcf5_01201201.impl
of the cross-section shown in the Plans. 2. Shape the earthwork to match adjacent pavement, curb, no water. 4. When the work does not include construction of base or pavement, shape the entire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1201201.impl.pdf?sfvrsn=48130aaa_03270301.comm
3270301 MILLING OF EXISTING ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Noles (305) 794-3728 tnoles@hardesty-hanover.com Comments: (2-28-17, Industry) Before opening an area which has been milled to (accept temporary) traffic, sweep the pavement and gutters with a power broom or other approved equipment to remove, to the greatest extent practicable, fine material which will create dust under traffic. Sweep in a manner to minimize the potential for creation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/3270301.comm.pdf?sfvrsn=b622327_0SP3500200.comm
SP3500200 CEMENT CONCRETE PAVEMENT – COLORED CONCRETE INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Tom Malerk 352-538-7227 tmalerk@fcpa.org Comments: (4-12-16) Remove "a water reducing admixture" in the second sentence. This is a property specific to one pigment manufacturer. Pigment is a finely divided powder, concrete pavement material requirement be developed for roundabout applications to provide an accelerated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/sp3500200.comm.pdf?sfvrsn=e52753ac_04300048SS
430 FINALPIPEINSPECTION. (REV6-17-04)(FA6-29-04)(1-05) SUBARTICLE430-4.8(Page393)isdeletedandthefollowingsubstituted: 430-4.8FinalPipeInspection: Based on contract pavement type, upon completion of placement of concrete pavement or the placement of structural asphalt, but prior to placement of asphalt friction course, dewater installed pipe and provide the Engineer with a video taping schedule. Provide the Engineer with a video tape of pipe 48 inches [1,200 mm] or less in diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ss.pdf?sfvrsn=e1196e6c_04300048SS
430 FINALPIPEINSPECTION. (REV6-17-04)(FA6-29-04)(1-05) SUBARTICLE430-4.8(Page393)isdeletedandthefollowingsubstituted: 430-4.8FinalPipeInspection: Based on contract pavement type, upon completion of placement of concrete pavement or the placement of structural asphalt, but prior to placement of asphalt friction course, dewater installed pipe and provide the Engineer with a video taping schedule. Provide the Engineer with a video tape of pipe 48 inches [1,200 mm] or less in diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ssd1f1fffcea28476695ce337db86743f8.pdf?sfvrsn=80648338_03530901.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_1