7241 search results for Pavement
E3X84
OPS - REMOVE AND REPLACE RPM AND PAVEMENT MARKINGS Limits: 55320000 Project(s): 42215127273, in Leon and Gadsden Counties consists of removal and replacement of existing reflective pavement markers (RPMs) and refurbishment or removal and replacement of longitudinal and non-longitudinal pavement, - 1- 1 TUBULAR MARKER, DURABLE, 36" WHITE POST EA 26.000 0710- 11-290 PAINTED PAVEMENT MARKINGS, THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 11,085.000 E706- 1- 42 REFLECTIVE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/apr11/e3x84.pdf?sfvrsn=36e463f9_1E8V45
Name: SIGNS & PAVEMENT MARKINGS FOR AET LITE CONVERSION - ZONE III Limits: 75473000 Project(s, signage, pavement markings, and pavement markers for the All-Electronic Tolling (AET) conversion, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 232.000 0711- 11-160 THERMOPLASTIC, STANDARD, WHITE, EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 8,500.000 E700- 30- 2 SIGN PANEL, REFLECTIVE PAVEMENT MARKER (REMOVE)(CLASS B) EA 420.000 Page 3 Bid Solicitation Notice - Proposal Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/jul07/e8v45.pdf?sfvrsn=4b6df033_120220722_449852-1_SR 616_10140
3.50 LAYER COEF. 0.25 0.25 0.18 0.16 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor, Extent S - Severe M - Moderate L - Light Inside: Shoulder Type and Condition: Overall Pavement, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Hillsborough SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20220722_449852-1_sr-616_10140.pdf?sfvrsn=1084b533_220231020_449178-1_SR 17_16090
LAYER COEF. 0.25 0.25 0.25 0.20 0.23 0.11 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume, of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) POLK SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231020_449178-1_sr-17_16090.pdf?sfvrsn=19f6b557_1E55F2
PAVEMENT, 1 1/2" AVG DEPTH SY 12,295.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG, Proposal: E55F2 ALT Item Description Unit Quantity 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 91,366.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 731.000 0327- 70- 22 MILLING EXISTING ASPHALT PAVEMENT, 4 1/4" AVG DEPTH SY 51,789.000 0334- 1- 13, 76- 22 TN 346.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 28.600 0425- 1-541 INLETS, DT BOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/feb4/e55f2.pdf?sfvrsn=bce41192_4E8V62
0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44968715201) LS 1.000 0102- 14- TRAFFIC CONTROL, PAVEMENT, 3" AVG DEPTH SY 35,719.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 67,738.000 0327- 70- 10 MILLING EXISTING ASPHALT PAVEMENT, 5" AVG DEPTH SY 1,324.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 94,503.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 7,065.000 0327- 70- 23 MILLING EXISTING ASPHALT PAVEMENT, 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb13/e8v62.pdf?sfvrsn=7de17e54_1SMO-26-06
of Delaminating Striping and Underlying OGFC from Asphalt Pavement Justification Maintenance has expressed, the underlying pavement is also delaminating with the striping, an additional hazard exists, . - “Preliminary Evaluation of Pavement Surface Distresses Related to Pavement Markings”, Lucio Salles, IRISE- 22-P21-02-01, 2022 Keywords Used In Existing Work Search (Cannot leave blank) Pavement, that is difficult to quantify The findings should prevent premature striping/pavement delamination
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/program_information/contract.development/ballot/smo-26-06.pdf?sfvrsn=3fda4a32_120241113_448964-1_No SR_04900
1.30 LAYER COEF. 0.25 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., 0.000 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) DESOTO SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/04/20241113_448964-1_no-sr_04900.pdf?sfvrsn=81143f94_13501303-724CommResp
3501303 CEMENT CONCRETE PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW William Jeffries Work, uncontrolled cracks at no expense to the Department by removing and replacing the pavement across, and replacing the pavement across the full width of all affected lanes or shoulders and to the nearest, in 353 Concrete Pavement Slab Replacement section 353-3.1, 353-6, 353-8 and 353-10. This will help, , concrete pavement. As such 353 concrete is more like maintenance work, where we generally need to open
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/3501303-724commresp.pdf?sfvrsn=298aa71_23530600-724origind
9.Whatisthecommunicationplan? 10.Whatisthescheduleforimplementation? 2 3530600 CONCRETE PAVEMENT SLAB REPLACEMENT, of Section 346. Concrete pavement slab replacement mix designs are exempt from the requirements for concreting in hot weather. Reject concrete pavement slab replacement mix designs exceeding 100°F, . Controlled cracks are cracks designed to occur at specific locations based on the pavement design. All other cracks in the pavement are uncontrolled cracks. Repair uncontrolled cracked slabs, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/3530600-724origind.pdf?sfvrsn=19589b40_13500200-722origind
, State Specifications Engineer SUBJECT: Proposed Specification: 3500200 Cement Concrete Pavement, 3500200 All Jobs CEMENT CONCRETE PAVEMENT. (REV 9-23-21) ARTICLE 350-2 is deleted, Pavement ..............................Section 352 Curing Materials, for approval prior to use. For concrete pavement placed using the slip-form method of construction, utilize concrete with a target slump of 1.5 inches plus or minus 1 inch. For concrete pavement placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/3500200-722origind.pdf?sfvrsn=919fbcf5_21020200-122FHWA
Materials. Meet the following requirements: BituminousRaised Pavement Marker Adhesive .Section 970 Temporary Raised Pavement Markers ................Section 990 Paint, asphalt pavement (RAP) material, and having stability and drainage properties that will provide, : Raised Pavement Marker Adhesive ....................Section 970 Temporary Raised Pavement Markers, materials of the type typically used for base, including reclaimed asphalt pavement (RAP) material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/1020200-122fhwa.pdf?sfvrsn=d4b52d99_29710104-122origind
Pavement Marking Materials. In accordance with Specification Development Procedures, we are sending, Evaluation Program (NTPEP) field test data for additional Pavement Marking Materials (PMM). Please, not be considered. Your input is encouraged. DS/ra Attachment 9710104 All Jobs PAVEMENT MARKING MATERIALS (REV, List (APL): All pavement marking materials shall be one of the products listed on the Department’s, pavement marking materials in accordance with FM 5-541, Part B. For standard paint, durable paint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9710104-122origind.pdf?sfvrsn=e23cddfa_29900500.FHWA
is defined as a Raised Pavement Marker. Please review and transmit your comments, if any, within two, Temporary RaisedRetroreflective Pavement Markers (RPMs). 990-5.1 General: TemporaryUse RPMs thatshall meet the requirements of Section 970.Temporary retroreflective pavement markers (RPM’s) shall meet, Class D Temporary Retroreflective Pavement Markers (RPMs): Class D RPMs must meet the following, deformation for a minimum of one month. 990-5.1.4 Adhesion: The tabs must adhere to the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9900500.fhwa.pdf?sfvrsn=19527172_07110402.origind
: 850-414-4314 Specification Title: Section 701 – Audible and Vibratory Pavement Markings Section 702 – Wet Weather Pavement Markings Section 711 – Thermoplastic Traffic Stripes and Markings Specification, a thickness of 0.10 to 0.15 inch when measured above the pavement surface. Also, all gore, island, a thickness of 0.09 to 0.12 inch when measured above the pavement surface. Measure, record and certify on Department approved form and submit to the Engineer, the thickness of white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/7110402.origind.pdf?sfvrsn=e3a28a42_0E8W26-R0
asphalt pavement, including replacing existing asphalt pavement, providing thermoplastic pavement markings, and raised pavement markers, at various locations on the Homestead Extension of Florida's, SYSTEM EA 5.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 18,000.000 0337- 7, PAVEMENT MARKER, TYPE B EA 800.000 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/e8w26-r0.pdf?sfvrsn=ddf4cb22_1711-003-IntReviewResponse
WITHOUT ADDED LANE) missing "MERGE" pavement markings? What is the 1000'-0" measured to? RESPONSE: Note 3 covers that only the “Two-Lane Entrance” uses the Merge Pavement Message and Arrow. The 1000, " Yellow Begin 8" White 8 2 711-003 INTERCHANGE MARKINGS 11/01/25 TYPICAL PAVEMENT MARKINGS, Index 711-001 for pavement message dimensions and details. acceleration lane from the gore markings. 1. Extend this 8" white Pavement Marker one-fourth the length of the Merge Pavement Message
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003-intreviewresponse.pdf?sfvrsn=56424a6a_120250617_451470-1_SR 539_16004
OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., ): 2.210 451470-1 CRACK Mainline,Bridge, and Gore Cores (ML/BR/GO) PAVEMENT LAYER (IN.) POLKSR, Pavement Condition (from DMO field review):Fair Roadway ID:16004000 End MP:Length: Y CORE NO. MILE, STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County, Curbed (Y/N): 2.210 451470-1 CRACK Mainline,Bridge, and Gore Cores (ML/BR/GO) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250617_451470-1_sr-539_16004.pdf?sfvrsn=bdfdf194_120250708_451236-1_SR 35_14050001
1.001.201.000.900.906.009.500.90 LAYER COEF. 0.000.250.250.250.180.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) PASCOSR No.: Paved: BASE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250708_451236-1_sr-35_14050001.pdf?sfvrsn=859fb750_1570-010
" (Typ) 2 1 Sod 1 Edge of New Pavement Sod Width Per Plans See DROP-OFF DETAIL Turf " (Typ, Transverse Joints Place Sod Blocks With Edge of Pavement (When Using Palletized Sod) (For slopes, ( Drop-Off Edge of Pavement Sod 1 1 570-010 11/01/25 SHOULDER SODDNG AND TURF ON EXISTING, parallel to the roadway, begin placement at the farthest of pavement, within the dimension range shown. 5, voids and low areas at the edge of pavement or 2. If trenching under sod is necessary to achieve
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/570-010.pdf?sfvrsn=bad9cadd_1