7440 search results for Pavement
9900500.impl
) ARTICLE990-5isdeleted and the following substituted: 990-5 Temporary Retroreflective Pavement Markers. Temporary retroreflective pavement markers (RPM’s) shall meet the requirements of Section 970 and this Section, the product meets the requirements of this section. 990-5.1 Class A Temporary Retroreflective Pavement, ’s retroreflective face shall be completely visible and above the pavement surface after installation, measured from a line even with the pavement perpendicular to the face of the marker. 990-5.1.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/9900500.impl.pdf?sfvrsn=c6c2931e_0SS3000804
of application by 0.6. Table 300-1 Tack Coat Application Rates Asphalt Mixture Type Underlying Pavement, Newly Constructed Asphalt Layers 0.02 minimum Milled Surface or Oxidized and Cracked Pavement 0.06 Concrete Pavement 0.08 Open Graded Friction Course Newly Constructed Asphalt Layers 0.05 Milled
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3000804.pdf?sfvrsn=35c1ed23_020250425_445531-1_NA_86000
05/06/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS NO. POST VFY LN P --TOP ------- PAVEMENT LAYER ------ LNGTH BASE SUB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20250425_445531-1_na_86000.pdf?sfvrsn=8d09e3cd_120250507_449007-2_SR-934_87080
05/12/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION, ------- PAVEMENT LAYER ------ LNGTH BASE SUB DEPTH TYP CLSS EXT CND DPTH SLOPE COMMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20250507_449007-2_sr-934_87080.pdf?sfvrsn=6d807f07_120250117_452566-1_SR-934_87080
05/14/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, CURBED: YES 05/14/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20250117_452566-1_sr-934_87080.pdf?sfvrsn=2b8a137a_220250513_449823-1_SR-810_86120
05/14/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING, ------- PAVEMENT LAYER ------ LNGTH BASE SUB DEPTH TYP CLSS EXT CND DPTH SLOPE COMMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20250513_449823-1_sr-810_86120.pdf?sfvrsn=171ce9f8_120250605_453144-1_SR-9_93220
06/10/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : NO 06/10/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK ------ PMT RUT CROSS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/93/20250605_453144-1_sr-9_93220.pdf?sfvrsn=ef2cf868_120250429_453333-1_SR-710_89070
07/14/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : CURB & GUTTER: NO CURBED: NO 07/14/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/89/20250429_453333-1_sr-710_89070.pdf?sfvrsn=adad7c03_120250805_452559-1_SR-916_87008001
08/06/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, & GUTTER: NO CURBED: NO 08/06/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20250805_452559-1_sr-916_87008001.pdf?sfvrsn=cd5f6b8e_1Exhibit 213-4 Redines
TYPICAL SIGNING AND PAVEMENT MARKINGS 1X1 ROUNDABOUT WITH BYPASS LANE Amelia Rd Road Gerbing SOUTH A1A Road Amelia R4-7 W11-2 W16-7P W2-6 W13-1P R1-2 OM1-3 R3-17bP BIKE LANE R3-17 ENDS D1-5 C D E G H D1-1d J E or SOUTH A1A M3-03 M6-02R or G 25 M P H B A Exhibit 213-3 For typical sign location dimmensions A and B, see 2. warranted. to determine if sign, 711-001) Gore Channelization Pavement Marking for (See Index 711-001) Traffic Separation Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-213-4-redines.pdf?sfvrsn=37b02574_120250826_443951-1_NA_86900
09/09/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : MEDIAN: CURB & GUTTER: NO CURBED: NO 09/09/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20250826_443951-1_na_86900.pdf?sfvrsn=3a044507_1Exhibit 220-3 Redlines
TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R TRACKS ON STOP DO NOT EXHIBIT 220-3 RAILROAD CROSSING AT MULTILANE ROADWAY Railroad Gate Edge of Pavement Paved Shoulder R8-8 For Use Near Signalized Intersections Foul Area (Typ.) M e d i a n, , see Exhibit 220-1. RPM Spacing at 10' Maximum Construction Line (For Reference) RDE Pavement, Gate R8-8 24" White Paved Shoulder Edge of Traveled Way Edge of Pavement 6" Yellow 6" White 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/exhibit-220-3-redlines.pdf?sfvrsn=3b9047e5_320250725_445532-1_NA_86000
09/16/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 04, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : CURB & GUTTER: NO CURBED: NO 09/16/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d4/86/20250725_445532-1_na_86000.pdf?sfvrsn=85b3a86d_1Exhibit 213-4
TYPICAL SIGNING AND PAVEMENT MARKINGS 1X1 ROUNDABOUT WITH BYPASS LANE Amelia Rd Road Gerbing SOUTH A1A Road Amelia R4-7 W11-2 W16-7P W2-6 W13-1P R1-2 OM1-3 R3-17bP BIKE LANE R3-17 ENDS D1-5 C D E G H D1-1d J E or SOUTH A1A M3-03 M6-02R or G 25 M P H B A Exhibit 213-3 For typical sign location dimmensions A and B, see 2. warranted. to determine if sign, 711-001) Gore Channelization Pavement Marking for (See Index 711-001) Traffic Separation Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-213-4.pdf?sfvrsn=c1c9bb3_1425-090
9 / 2 6 / 2 0 2 5 1 2 : 5 5 : 5 0 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2026-27 SHEET INDEX 10" 2'-0" 3" 7" 6 ' - 0 " 3 ' - 0 " 2'-0" 7" 3" Existing Slot in Box (Depth Varies) ":1') 2 1 Slope Varies (Not Less Than 6'-0" 6'-0" 3'-0" ":1') 2 1 Slope Varies (Not Less Than Slot ¡ 3" Concrete Ditch Pavement 3" Concrete Ditch Pavement 10" 3" Concrete Ditch Pavement 8 " 6" Toe Wall Required 1 1 425-090
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/425-090.pdf?sfvrsn=1923369d_1Exhibit 220-3
TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R TRACKS ON STOP DO NOT EXHIBIT 220-3 RAILROAD CROSSING AT MULTILANE ROADWAY Railroad Gate Edge of Pavement Paved Shoulder R8-8 For Use Near Signalized Intersections Foul Area (Typ.) M e d i a n, , see Exhibit 220-2. RPM Spacing at 10' Maximum Construction Line (For Reference) RDE Pavement, Gate R8-8 24" White Paved Shoulder Edge of Traveled Way Edge of Pavement 6" Yellow 6" White 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-3.pdf?sfvrsn=91d8c601_2E1Y02-R0BidTabs
of Longline Striping & Remove and Replace Raised Pavement Markers. 365 CALENDAR DAYS Project(s, ) TRP CONSTRUCTION GROUP, LLC Units ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0005 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE 150.000 GM 95.00000 14,250.00 525.00000 78,750.00 650.00000 97,500.00 0015 0710 11190 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/sep18/e1y02-r0bidtabs.pdf?sfvrsn=225f1a16_1E56D3
consists of asphalt roadway repair, including milling & resurfacing and replacing pavement markings, - OPTIONAL BASE, BASE GROUP 09 SY 3,000.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 10,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 20,000.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 10,000.000 0334- 1- 53 SUPERPAVE, F AS 20.000 0705- 11- 1 DELINEATOR, FLEXIBLE TUBULAR EA 25.000 0710- 11-123 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e56d3.pdf?sfvrsn=2855707e_120251113_447829-1_SR-953_87281
11/18/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : CURB & GUTTER: NO CURBED: NO 11/18/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20251113_447829-1_sr-953_87281.pdf?sfvrsn=ec9be19e_120251121_452560-1_SR-985_87072
11/25/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO003 PAVEMENT EVALUATION CORING AND CONDITION DATA INPUT DATA REPORT MANDIST FINPROJ TYPSECT MESSAGE 06, PAVEMENT CORING REPORTING PCRO103 PAVEMENT EVALUATION CORING AND CONDITION DATA FIN PROJ, : CURB & GUTTER: YES CURBED: YES 11/25/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT EVALUATION CORING AND CONDITION DATA CORE MILE W CORE ----- CRACK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d6/87/20251121_452560-1_sr-985_87072.pdf?sfvrsn=6eb873b2_1