7241 search results for Pavement
20250805_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_120251202_449961-1_SR-9_94001
12/10/25 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 12/10/25 FLORIDA DEPARTMENT OF TRANSPORTATION PCRPJ03 PAVEMENT CORING REPORTING PCRO203 PAVEMENT, P --TOP ------- 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/d4/94/20251202_449961-1_sr-9_94001.pdf?sfvrsn=af8f718c_12025117_441292-1_CR-510_88050000
01/05/26 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 CURBED: NO 01/05/26 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/d4/88/2025117_441292-1_cr-510_88050000.pdf?sfvrsn=e2d9b2f7_12025 FDM Complete
. Lanes Auxiliary Lane: The designated widths of roadway pavement marked to separate speed change, designated by striping and special pavement markings for use by bicyclists. Express Lane: An express lane, , this term is used when the existing pavement cross slopes are not intentionally modified or changed, and grade. Roadway Roadways consist of prepared surfaces (asphalt or concrete pavement) for use, reviewed the 18 KIP Equivalent Single Axle Loads to be used for pavement design on this project. I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025-fdm-complete.pdf?sfvrsn=624b0e74_20E59C4BidTabs
existing pavement markings with painted pavement markings, and reflective pavement markers on various, PAVEMENT, 1 1/2" AVG DEPTH 23,251.700 SY 3.35000 77,893.20 3.42000 79,520.81 3.32000 77,195.64 Page 1, 16,575.00 0035 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.340 GM 5,230.00000 7,008.20 5,625.00000 7,537.50 4,550.00000 6,097.00 0040 0710 11102 PAINTED PAVEMENT, 7,500.00000 675.00 4,550.00000 409.50 0045 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/dec03/e59c4bidtabs.pdf?sfvrsn=2a6d8d9e_1E59C9
this Contract consists of concrete roadway slab & traffic separator repair; includes pavement markings and RPMs, three (3) years of experience in the performance of Concrete Pavement Repair, or the Project, OF EXISTING CONCRETESY500.530 0353- 70-CONCRETE PAVEMENT SLAB REPLACEMENTCY238.680 0425, - 1DELINEATOR, FLEXIBLE TUBULAREA7.000 0706- 1- 3RAISED PAVEMENT MARKER, TYPE BEA13.000 0710- 11-290PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF160.000 0711- 14-141THERMOPLASTIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e59c9.pdf?sfvrsn=bdc564ed_1fdot-bdv31-977-104-sum
cracking. Cracking at this level may lead to more involved pavement distress. This obviously poses, review on broader but related topics for background information. The team then developed pavement, , on potential pavement distresses. The team used this data to develop pavement models to determine, to mitigate scabbing-related pavement distress. Project Conclusions and Benefits The outcome, surfaces and provide greater confidence when dealing with scabbed pavement sections. Benefits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bdv31-977-104-sum.pdf?sfvrsn=bfb94295_17130403-722origind
, State Specifications Engineer SUBJECT: Proposed Specification: 7130403 Permanent Tape Pavement, value for black pavement markings in the Standard Specification. Please share this proposal, Attachment 7130403 All Jobs PERMANENT TAPE PAVEMENT MARKINGS. (REV 11-16-21) SUBARTICLE 713-4.3 is deleted and the following substituted: 713-4.3 Retroreflectivity: Apply white and yellow pavement, markings and not less than 350 mcd/lx·m 2 for yellow markings. Black pavement markings must have
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/7130403-722origind.pdf?sfvrsn=5c78f654_21100700.FHWA
portland cement concrete pavement, sidewalk, slope pavement, ditch pavement, curb, and curb and gutter, rigid portland cement concrete pavement, sidewalk, slope pavement, ditch pavement, curb, and curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1100700.fhwa.pdf?sfvrsn=9085b213_0