7241 search results for Pavement
SPI-400-091
Standard Plans Instructions Topic No. 625-010-003 Index 400-091 Approach Slabs (Rigid Pavement Approaches) FY 2026-27 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/2027/spi/spi-400-091.pdf?sfvrsn=ad99e23_1E21W0-R0
Contract consists of placing paint, thermoplastic, tape, delineators, reflective pavement markings, pavement symbols, and signs in Clay, Putnam, and St. Johns Counties. RENEWAL OPTION. Call Order: 007 Proposal: E21W0-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE, - 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 10.000 0710- 11-123 PAINTED PAVEMENT, PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL OR CHEVRON, 18" LF 1.000 Page 1 Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/nov19/e21w0-r0.pdf?sfvrsn=71c05887_1E3Z08-R0BidTab
-Driven contract consists of the removal and replacement of Raised Pavement Markers on various, ( ) 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) 59,500.000 EA 3.33000 198,135.00, PAVEMENT MARKER REPLACEMENT (EA) $198,135.00 $238,000.00 267,750.00 Contract Grand Totals: Page 1, PAVEMENT MARKER REPLACEMENT (EA SECTION: 0005 E706 1 42 REFLECTIVE PAVEMENT MARKER(REMOVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/nov13/e3z08-r0bidtab.pdf?sfvrsn=e01eb947_1102-110IntReviewPkg
-Standing and Anchored Units or when completely fill the remaining holes in the flexible pavement, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements that are to remain with Magnesium Ammonium, Pavement, or Flexible or Rigid Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Geotextile Fabric Geotextile Fabric Retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110intreviewpkg.pdf?sfvrsn=6457d53a_1102-110IndReviewPkg
-Standing and Anchored Units or when completely fill the remaining holes in the flexible pavement, , in accordance with Specification 926. If a flexible pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements that are to remain with Magnesium Ammonium, Pavement, or Flexible or Rigid Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Geotextile Fabric Geotextile Fabric Retaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110indreviewpkg.pdf?sfvrsn=c0c09b2_1102-110FHWAReviewPkg
pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements, the remaining holes in the flexible pavement with hot or cold patch asphalt material. Specification 930, Retaining Wall Face Min. 3" Asphalt Pad Pavement, or Flexible or Rigid Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit, or when completely fill the remaining holes in the flexible pavement with hot or cold patch asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110fhwareviewpkg.pdf?sfvrsn=34b667f_1102-110FHWAApproved
pavement is present and is to remain, in bridge decks, approach slabs and roadway rigid pavements, the remaining holes in the flexible pavement with hot or cold patch asphalt material. Specification 930, Retaining Wall Face Min. 3" Asphalt Pad Pavement, or Flexible or Rigid Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit Asphalt Pad Pavement, or Flexible or Rigid Barrier Unit, or when completely fill the remaining holes in the flexible pavement with hot or cold patch asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/102-110fhwaapproved.pdf?sfvrsn=b6bee622_1v1-section54-clean
) Thickness (core-out) reports generated from MAC for concrete pavements and base courses, including, 11-2-A, for the final surface of pavements including final disposition for any noted deficiencies. (H
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section54-clean.pdf?sfvrsn=8553b5a3_3SS1020000
during construction. Furnish and install work zone pavement markings for maintenance of traffic, the performance of the work, and repair any damage to existing pavement open to traffic, pavement material, and having stability and drainage properties that will provide a firm surface under, , to the Engineer detailing the condition of all traffic control devices (including pavement markings, all pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) that will conflict
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000.pdf?sfvrsn=dd67c17f_0SS1020000
during construction. Furnish and install work zone pavement markings for maintenance of traffic, the performance of the work, and repair any damage to existing pavement open to traffic, pavement material, and having stability and drainage properties that will provide a firm surface under, , to the Engineer detailing the condition of all traffic control devices (including pavement markings, all pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) that will conflict
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1020000f4f1a13498ef4296b3fb2f5498901ec9.pdf?sfvrsn=4f3a0087_0fdot-bed33-977-03-rpt
on the 6-mi section, particularly on newer asphalt pavements with reflective pavement markers, Final Report Submitted to: Project Manager: Charles Holzschuher, P. E . State Pavement Evaluation, Measurement Systems Ltd, 100% owners of RetroTekUSA. The assessment includes pavement marking, , and raised pavement marker (RPM) detection/count, across the full lane width in a single pass. DRS, ) and RPM measurements were limited by ambient lighting and pavement conditions. Overall, the DRS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed33-977-03-rpt.pdf?sfvrsn=91fec0f3_309_Bicycle_Facilities_Redlines
Pavement Markings and Signage ....................................... 9–46 9.4 Railroad Crossings, Example of Obstruction Pavement Markings . ....................... 9–7 Figure 9-6 Bicycle Lane, pavement and limited changes in elevation along edge This is a working document that has not been, of Bicycle Lane Markings. The dimensions for each pavement marking is 72” long, separated by 72, to be flush with the adjacent pavement surface, utilize a grate recommended for bicycle travel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/09_bicycle_facilities_redlines.pdf?sfvrsn=c6c943ed_609_Bicycle_Facilities_Rulemaking
.............................................................................. 9–46 9.3.8 Pavement Markings and Signage ........................................ 9–46, of Obstruction Pavement Markings ........................ 9–7 Figure 9-6 Bicycle Lane Markings, be favorable for bicycling, with smooth pavement and limited changes in elevation along edge Draft Florida, of Bicycle Lane Markings . The dimensions for each pavement marking is 72” long, separated by 72, be adjusted to be flush with the adjacent pavement surface, utilize a grate recommended for bicycle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/09_bicycle_facilities_rulemaking.pdf?sfvrsn=5b75f769_19710000-722origind
, State Specifications Engineer SUBJECT: Proposed Specification: 9710000 Pavement Marking Materials, 9710000 All Jobs PAVEMENT MARKING MATERIALS. (REV 12-2-21) SECTION 971 is deleted and the following substituted: SECTION 971 PAVEMENT MARKING MATERIALS 971-1 General Requirements. 971-1.1 Packaging, have a container storage life of one year from date of manufacture. Any pavement marking materials, Product List (APL): All pavement marking materials shall be one of the products listed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/9710000-722origind.pdf?sfvrsn=4b0a7fe5_2E1W52-R0BidTabs
, MANATEE E1W52-R0 Project(s): Contract: Contract Time: Vendor Ranking Longline Striping, Pavement, (*) Fed Aid No: Longline Striping, Pavement Marking, and RPM's N/A Contract Descr: Unit Price, ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0005 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 45,000.000 EA 3.18000 143,100.00 3.15000 141,750.00 6.00000, ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0035 0711 11160
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2023/nov23/e1w52-r0bidtabs.pdf?sfvrsn=8a7ceb08_1E21P1BidTabs
/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 1,802.000 EA 8.94000 16,109.88 0040 0102 99 PORTABLE, (0.020) AC (LS) 29,751.73000 29,751.73 0080 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 398,022.000 SY 2.75000 1,094,560.50 0085 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 10,069.000 SY 3.31000 33,328.39 0090 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1, 11,072.28 0120 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 1,802.000 EA 8.94000 16,109.88 0125 0710
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2025/jan15/e21p1bidtabs.pdf?sfvrsn=ebc97b6e_1E3Y63-R0
: MIDWAY OPS MAINT - PAVEMENT MARKING MAINTENANCE Limits: 55320000 Project(s): 42215127286(*) Federal, required to achieve this work include laying out modifications to existing pavement markings, Proposal: E3Y63-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE MACHINE, TUBULAR MARKER, 36" YELLOW POST EA 10.000 0710- 11-190 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, ISLAND NOSE SF 300.000 0710- 12-101 PAINTED PAVEMENT MARKINGS, DURABLE PAINT, WHITE, SOLID, 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/e3y63-r0.pdf?sfvrsn=863d4fc6_19710605.FHWA
Builders' Assoc. StateConstructionEngineer 9710605.D01 All Jobs PAVEMENT MARKING MATERIALS, Retroreflectivity: The white pavement markings other than crosswalks and bicycle markings shall attain, attain initial retroreflectivity of not less than 275 mcd/lx·m 2 . Black pavement markings mustshall have a retroreflectance of less than 5 mcd/lx m 2 . The retroreflectance of the white pavement, . 971-10.4.2 Retroreflectivity: The white pavement markings shall attain an initial retroreflectance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9710605.fhwa.pdf?sfvrsn=17b9a12e_09700000.FHWA
FOR RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 10-30-1512-30-15) SECTION, PAVEMENT MARKERS AND BITUMINOUS ADHESIVE 970-1 Raised Retroreflective Pavement Markers (RPM). All raised retroreflective pavement markers shall be one of the products listed on the Department’s, pavement markers shall retain a minimum coefficient of luminous intensity for 18 months of not less than, for Pavement Markers. 970-4.1 General: Bituminous adhesive as recommended by the marker manufacturer shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9700000.fhwa.pdf?sfvrsn=50f0d3e9_0D1-07-17-25BSN
of milling and resurfacing, curb and gutter, sidewalk, and pavement markings on SR 37 from north, MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 52,958.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 30,506.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG, RAISED PAVEMENT MARKER, TYPE B EA 1,439.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 10.192 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jul17/d1-07-17-25bsn.pdf?sfvrsn=e39e6424_1