7241 search results for Pavement
E8V38BidTabs
necessary to furnish and install Reflective Pavement Markers (RPMs) at various locations on Florida's, -ART MIAMI LLC Units ( ) indicates item is bid as Lump Sum 0001 (RAISED PAVEMENT MARKER, 550.00000 77,000.00 0010 E706 1 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B, $306,300.00 Section Totals: 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA) $278,981.40 $306,300.00, Units ( ) indicates item is bid as Lump Sum 0001 (RAISED PAVEMENT MARKER REPLACEMENT (EA SECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jun11/e8v38bidtabs.pdf?sfvrsn=a7e2d3d9_1E8V37BidTabs
Reflective Pavement Markers (RPMs) at various locations on the Homestead Extension of Florida's Turnpike, ) CONSTRU-ART MIAMI LLC Units ( ) indicates item is bid as Lump Sum 0001 (RAISED PAVEMENT MARKER, 14,000.00 550.00000 77,000.00 0010 E706 1 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE, $154,571.40 $175,950.00 Section Totals: 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA) $154,571.40, GROUP, LLC Units ( ) indicates item is bid as Lump Sum 0001 (RAISED PAVEMENT MARKER REPLACEMENT (EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jun11/e8v37bidtabs.pdf?sfvrsn=f0075e62_1SPI-400-091
Standard Plans Instructions Topic No. 625-010-003 Index 400-091 Approach Slabs (Rigid Pavement Approaches) FY 2025-26 1 Index 400-091 Approach Slabs (Rigid Pavement Approaches) Design Criteria, and Limitations Index 400-091 is intended to be used with concrete (rigid) roadway approach pavement, pavement and the bridge. They are supported at the bridge end by the end bent, - Concrete Pavement. The roadway approach end of the Approach Slab must be non-skewed to match up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-400-091.pdf?sfvrsn=3f08e47f_2E3Y20 Bid Tab
of Raised Pavement Markers on various roadways in Jackson and Washington Counties. This work may, STRIPING, LLC. Units ( ) indicates item is bid as Lump Sum 0001 (RAISED PAVEMENT MARKER REPLACEMENT (EA SECTION: 0005 E706 1 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) 14,300.000, Section Totals: 0001 RAISED PAVEMENT MARKER REPLACEMENT (EA) $56,342.00 $96,525.00 111,826.00 Contract, ) PAX ROAD SERVICES INC Units ( ) indicates item is bid as Lump Sum 0001 (RAISED PAVEMENT MARKER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2024/oct24/e3y20-bid-tab.pdf?sfvrsn=66e60c70_1E59C2
Letting: 05250107 Call Order: 003 Proposal: E59C2 District:05 Counties: LAK E Road Name: Pavement, : The work under this Contract consists of the replacement of thermoplastic pavement markings, of Pavement Markings, or the Project Superintendent must have a least three (3) years of like experience, with the Department in "Pavement Markings" will suffice to meet the above requirements. Page 13 Bid Solicitation, Section 0001 PAVEMENT STRIPING (LARGE MACHINE) (LM) 0101- 1- MOBILIZATION LS 1.000 0102- 1- MAINTENANCE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/jan07/e59c2.pdf?sfvrsn=4ae884ae_1E1X59-R0
Inspection, Cleaning, Repair and Ditch Pavement Repairs Limits: Midpoint Project(s): 43272927214(*) Federal, , Repair and Ditch Pavement Repairs Call Order: 005 Proposal: E1X59-R0 ALT Item Description Unit, - LIMEROCK-NEW MATERIAL FOR REWORKING BASE CY 50.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000, 1.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 25.000 0524- 1- 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 25.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 25.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jan16/e1x59-r0.pdf?sfvrsn=c5e7c270_1E3X67
SPECIAL DETOUR- TEMPORARY PAVEMENT (45103015201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 108.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, TEMPORARY, CLEARING & GRUBBING (45103015201) LS 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 106.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 1.090 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.811 0918-712-120 INTEGRATED MULTI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/e3x67.pdf?sfvrsn=7fe6ce2d_1TEOO_Bulletin_2025 TEM
. 4.2.3 – ROUTE SHIELD PAVEMENT MARKINGS ▪ Added two subsections to provide clarity on the application of route shield pavement markings on mainline and interchange access facilities. 4.3 – SPECIAL RAISED PAVEMENT MARKERS ▪ Renamed section from Use of Blue Raised Pavement Markings to Special Raised Pavement Marking. ▪ Consolidated with guidance on the use of internally-illuminated raised pavement markers (IIRPMs). 4.5 – MANAGED LANES MARKINGS ▪ Updated definitions for managed lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2025/teoo_bulletin_2025-tem.pdf?sfvrsn=e2d40cc_220250130_456056-1_SR 574_10340
2.5 5.0 12.4 12.0 G New Pavement 3 8.149 ML L2 N 1.0 1.6 0.9 3.5 9.5 P Raveling 4 8.668 ML L3 Y 1.2, 1.30 0.50 3.00 11.70 8.20 12.00 2.50 LAYER COEF. 0.00 0.25 0.25 0.18 0.16 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK, at the locations cored at the time of the investigation. Should questions arise regarding the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250130_456056-1_sr-574_10340.pdf?sfvrsn=e0939624_17060000-122impl
706 RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 6-23-21) (FA 7-19-21) (1-22) SECTION 706 is deleted and replaced by the following: SECTION 706 RAISED PAVEMENT MARKERS AND MARKER ADHESIVE 706-1 Description. Raised pavement markers (RPMs) and adhesive provide a positive guidance system to supplement other reflective pavement markings. 706-2 Materials. Use only Class B markers, ’s instructions. Use epoxy adhesives when applying RPMs on concrete pavement. For Class F RPMs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/7060000-122impl.pdf?sfvrsn=572370f9_27100901.origind
, State Specifications Engineer SUBJECT: Proposed Specification: 7100901 Painted Pavement Markings, PAVEMENT MARKINGS. (REV 5-10-17) SUBARTICLE 710-9.1 is deleted and the following substituted, . The number of pavement messages, symbols, and arrows. Each arrow is paid as a complete marking, regardless, : 710-11.2 Painted Pavement Markings (Final Surface) : Price and payment for painted pavement markings (final surface) will be full compensation for all applications of painted pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/7100901.origind.pdf?sfvrsn=a0aad51f_05460100-723FHWA
the finished pavement. On a daily basis, before opening the adjacent lane to traffic, ensure that all debris, by the grinding process in recycled asphalt (RAP). Restore any pavement to the satisfaction, and low point of the grinding pattern. Measure depth as distance from top of pavement grade to top, prior to the placement of longitudinal thermoplastic pavement markings. Measure, record and certify, interiors without tearing the finished pavement. On a daily basis, before opening the adjacent lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/5460100-723fhwa.pdf?sfvrsn=238a0572_17100401int
year. PAINTED PAVEMENT MARKINGS (REV 4-30-25) SUBARTICLE 710-4.1.1 is deleted and the following substituted: 710-4.1.1 Painted Pavement Markings (Final Surface): On concrete surfaces or newly constructed asphalt, the painted pavement markings (final surface) will include one application, rumble strip installations where the pavement marking is placed within the grinding, apply a second, for island nose pavement markings in accordance with Standard Plans Index 711-001. Do not apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/7100401int.pdf?sfvrsn=eabe1c8f_27100401ind
year. PAINTED PAVEMENT MARKINGS (REV 4-30-25) SUBARTICLE 710-4.1.1 is deleted and the following substituted: 710-4.1.1 Painted Pavement Markings (Final Surface): On concrete surfaces or newly constructed asphalt, the painted pavement markings (final surface) will include one application, rumble strip installations where the pavement marking is placed within the grinding, apply a second, for island nose pavement markings in accordance with Standard Plans Index 711-001. Do not apply
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/7100401ind.pdf?sfvrsn=1560c962_1E55F9
- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 388.000 0334- 1- 55 SUPERPAVE, , FC-12.5, PG 76- 22 TN 32.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 12.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.022 0710- 11-131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP, 6" WIDE GM 0.044 0710- 11-201 PAINTED PAVEMENT, (45370915201) LS 1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 12.000 0710- 90
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/aug05/e55f9.pdf?sfvrsn=8906ef58_1SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide a safe, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6, grown over the edge of existing pavement and from the pavement’s edge for the width specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/maintenance/ss5770000.pdf?sfvrsn=51815ce7_3SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide a safe, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6, grown over the edge of existing pavement and from the pavement’s edge for the width specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/maintenance/finalized/ss57700007684755411874edcaa946eff5cc4b9b9.pdf?sfvrsn=9faac691_3SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide a safe, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6, grown over the edge of existing pavement and from the pavement’s edge for the width specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/maintenance/finalized/ss5770000ffbc0837-d408-4f4f-8df4-171e99d1d397.pdf?sfvrsn=ed87c3a7_2SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide a safe, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6, grown over the edge of existing pavement and from the pavement’s edge for the width specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/maintenance/finalized/ss5770000.pdf?sfvrsn=d5076f96_1SS5770000
to the desired typical section for proper drainage, protection of pavement edge, and to provide, plane. Blade turf which has grown over the edge of existing pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc the existing shoulders prior, Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot Front Slopes 1:4 to 1:6, grown over the edge of existing pavement and from the pavement’s edge for the width specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/finalized/ss5770000.pdf?sfvrsn=16aba323_1