7241 search results for Pavement
711-001FHWAReviewPkg
: Pavement Markings Summary of the changes: Sheet 4: Updated Buffered Express Lane Striping Detail, Of General Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/21 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS, Edge Of General Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS, PAVEMENT MARKINGS D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001fhwareviewpkg.pdf?sfvrsn=ee677513_3711-001IntReviewPkg2
: Pavement Markings Summary of the changes: Sheet 4: Updated Buffered Express Lane Striping Detail, Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/21 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS 9, 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/24 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001intreviewpkg2aacfb06c-30be-4d28-8bd2-4ecb261d8b3c.pdf?sfvrsn=668a89d4_1711-001FHWAApproved
: Pavement Markings Summary of the changes: Sheet 4: Updated Buffered Express Lane Striping Detail, Of General Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/21 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS, Edge Of General Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS, PAVEMENT MARKINGS A P P R O V E D D R A F T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001fhwaapproved.pdf?sfvrsn=8ef8c806_1E4X93-R0
: TREASURE COAST STRIPING & PAVEMENT MARKERS Limits: Midpoint Project(s): 42413397201(*) Federal Aid, -reflective pavement Markers on State roadways in Martin, St. Lucie, and Indian River Counties •PRE, Proposal: E4X93-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE, SURFACES, YELLOW, SOLID, 8" GM 3.000 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT, - PREFORMED/PERMANENT TAPE, REMOVE SF 100.000 E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/feb07/e4x93-r0.pdf?sfvrsn=e1e56603_144787415201-PLANS-02-SIGNING
(FEDERAL FUNDS) SHEET DESCRIPTION SHEET NO. PHILIP MENKE, P.E. FDOT PROJECT MANAGER: PAVEMENT MARKING PLANS INDEX OF SIGNING AND ENGINEER OF RECORD: PAVEMENT MARKING PLANS SIGNING AND F, g A n d M a r k i n g \ K E Y S S P 0 1 . d g n SIGNING AND PAVEMENT MARKING, COMPONENTS OF CONTRACT PLANS SET SIGNALIZATION PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY, SIGNING AND PAVEMENT MARKING PLAN S-2 GENERAL NOTES S-1 KEY SHEET OF SIGN PANEL REPLACEMENTS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44787415201-plans-02-signing.pdf?sfvrsn=6bc24ac3_1E3X37
SPECIAL DETOUR- TEMPORARY PAVEMENT (44778815201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 182.000 0102- 99- PORTABLE CHANGEABLE MESSAGE, -ASPHALT/DRIVEWAY BASE- ASPHALT MATERIAL TN 27.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,618.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,856.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 7,144.000 0334- 1- 53
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/e3x37.pdf?sfvrsn=8929f8a9_1E8V68
- MAINTENANCE OF TRAFFIC (45211615201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, GROUP 13 SY 2,447.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 7,971.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,428.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 861.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC, PAVEMENT TN 36.800 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 CY 33.000 0425- 1-521
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar11/e8v68.pdf?sfvrsn=59ed92d7_120231103_450951-1_SR 40_36080
Highway Sect. No: 36080 25th. Avenue State of Florida Department of Transportation PAVEMENT, SR 40 6.494 Core No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer, " indicates full depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br, . No: 36080 25th. Avenue State of Florida Department of Transportation PAVEMENT EVALUATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20231103_450951-1_sr-40_36080.pdf?sfvrsn=6b509f1b_19310203-722FHWA
for Concrete Pavement and Concrete Structures. Dear Mr. Nguyen: We are submitting, for your approval, two, FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 10-612-8-21) SUBARTICLE 931-2.3 is deleted, for Joints in Concrete Pavement. 931-3.1 Approved Product List (APL): The dowel bars and basket, METAL ACCESSORY MATERIALS FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 12-8-21, and the following substituted: 931-3 Metal Dowel Bar Assemblies for Joints in Concrete Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9310203-722fhwa.pdf?sfvrsn=cf2b5dd2_2SP0020400-122FHWA
the Contractor's responsibility to examine and interpret any pavement coring data provided by the Department, as necessary. The Department does not guarantee the details pertaining to borings and pavement cores, indicated. The Bidder shall examine boring and pavement core data, where available, and make their own, as necessary. The Department does not guarantee the details pertaining to borings and pavement cores, . The Bidder shall examine boring and pavement core data, where available, and make their own
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp0020400-122fhwa.pdf?sfvrsn=ea5bfdfe_2SP0020400-60day-122FHWA
to clarify the Contractor's responsibility to examine and interpret any pavement coring data provided, and pavement cores, as shown in the PlansContract Documents, to be more than a general indication, at the locations indicated. The Bidder shall examine boring and pavement core data, where available, as necessary. The Department does not guarantee the details pertaining to borings and pavement cores, indicated. The Bidder shall examine boring and pavement core data, where available, and make their own
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/sp0020400-60day-122fhwa.pdf?sfvrsn=6f04d709_29900500.origind
as a Raised Pavement Marker. Please share this proposal with others within your responsibility. Review, and the following substituted: 990-5 Temporary RaisedRetroreflective Pavement Markers (RPMs). 990-5.1, pavement markers (RPM’s) shall meet the requirements of Section 970 and this Section and be one, the requirements of this Section. 990-5.1 Class D Temporary Retroreflective Pavement Markers (RPMs, must adhere to the pavement such that no tab dislodges. Install in accordance with the manufacturer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9900500.origind.pdf?sfvrsn=ddc38a75_05460302.origind
Strips for Shoulders: 546-3.2.1 General: Construct ground-inGrind rumble strips on asphalt pavement, interiors finish without snagging or tearing the finished pavement. Before opening the adjacent lane, pavement to the satisfaction of the Engineer at no additional cost to the Department, when ground, . Apply the pavement markings over the ground-in rumble strip as shown in Design Standards, Index, roadways, verify depth every 500 feet. Measure depth as distance from pavement grade to top of ground
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/5460302.origind.pdf?sfvrsn=d0524cd4_09711004.origind
, P.E., State Specifications Engineer SUBJECT: Proposed Specification: 9711004 Pavement Marking, is encouraged. DH/dt Attachment 9711004 All Jobs PAVEMENT MARKING MATERIALS. (REV 7-14-16, Retroreflectivity: The white pavement markings shall attain an initial retroreflectance of not less than 275 mcd/lx·m 2 . The retroreflectance of the white pavement markings at the end of the three, of the pavement markings shall provide a minimum initial skid resistance value of 55 BPN when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9711004.origind.pdf?sfvrsn=bbbe15ca_07060400.FHWA
Pavement Marking and Bituminous Adhesive. Dear Mr. Nguyen: We are submitting, for your approval, two, Construction Engineer 7060400.D01 All Jobs RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE, . If any adhesive, pavement marking materials or other foreign matter adheres to the reflective face, RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 10-12-16) ARTICLE 706-4 is deleted, . Do not use any other solvent. If any adhesive, pavement marking materials or other foreign matter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/7060400.fhwa.pdf?sfvrsn=fbe776ee_03340102.resp
. Furthermore, disallowing the contractor of the ability to “upgrade” the shoulder pavement, cost to projects where a dissimilar pavement design is used between the shoulder and mainline, with the Pavement Design Office in Tallahassee. Change made. 2. Following along in the same vein as the previous, revision (January 2018) after consulting with the Pavement Design Office in Tallahassee. Change made, binder contents in lower traffic pavement sections. Change made. 6. The website shown in Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/3340102.resp.pdf?sfvrsn=9460e5e_07060000.origind
All Jobs RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 11-3-15) SECTION 706. The title is deleted and the following substituted: RAISED RETROREFLECTIVE PAVEMENT MARKERS, . Place raised retroreflective pavement markers (RPMs) and adhesive, which upon installation produces a positive guidance system to supplement other reflective pavement markings. ARTICLE 706-2, only reflective pavement markers and bituminous adhesive that are listed on the Department’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/7060000.origind.pdf?sfvrsn=526620f3_05230202.FHWA
: Office of Design, Specifications Section 523 Proposed Specification: 5230202 Patterned Pavement, PAVEMENT. (REV 75-120-13) SUBARTICLE 523-2.2 (Pages 680 – 681) is deleted and the following, in the April 15, 2011, Interim Approval for Optional use of Green Colored Pavement for Bike Lanes, Jobs PATTERNED PAVEMENT. (REV 7-1-13) SUBARTICLE 523-2.2 (Pages 680 – 681) is deleted, as identified in the April 15, 2011, Interim Approval for Optional use of Green Colored Pavement for Bike
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/5230202.fhwa.pdf?sfvrsn=c544af4d_020250306_451276-1_SR 29_03080
of Bridge No. 030298 Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, Mainline and Bridge Cores (ML/BR) PAVEMENT LAYER (IN.) COLLIER SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, Pavement Condition (from DMO field review): Fair Typical Section: 1 4/4/2024 Lanes: S of I-75, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 451276-1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/03/20250306_451276-1_sr-29_03080.pdf?sfvrsn=bc5db54f_120250224_414506-3_SR 70_09060
0.18 0.16 0.18 0.08 Notes: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, Cored By: Median Curbed (Y/N): 10.217 414506-3-32-01 CRACK Mainline Cores (ML) PAVEMENT LAYER, Section: 1 1/24/2025 Lanes: Jefferson Ave. US 27 Inside: Overall Pavement Condition (from DMO, PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I., was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250224_414506-3_sr-70_09060.pdf?sfvrsn=1895abcb_1