7241 search results for Pavement
7100401.resp
7100401 PAINTED PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW, of painted pavement markings...." Suggest deleting the word "first" from this sentence as it implies, Pavement Markings (Final Surface) states that when permanent pavement markings (I.e., thermoplastic, striping, the painted pavement markings (final surface) will include one application of standard paint and one application of Class B pavement markers applied to the final surface. Wait the 14 days after
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/7100401.resp.pdf?sfvrsn=eeed9300_0SS7110201
and the following substituted: 711-4.1 General: Remove existing pavement markings such that scars or traces, by the Engineer. Cost for removing conflicting pavement markings during maintenance of traffic operations, lines at least 2 inches from any longitudinal joints of Portland cement concrete pavement, to the pavement either by spray, extrusion or other means approved by the Engineer, pavement markings in accordance with Florida Method FM-5-541. TheDepartment reserves the right
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss7110201.pdf?sfvrsn=187bf3d8_0SS5230200
523 PATTERNED/TEXTURED PAVEMENT. (REV 6-1-10) (FA 7-29-10) (1-11) ARTICLE 523-2 (Pages 655, (QPL): Use only patterned/textured pavement products listed on the QPL. Meet manufacturer’s, verifying that the patterned/textured pavement installed in accordance with the manufacturer’s, % of the underlying surface area. 3. Friction performance of patterned/textured pavement materials must, and extend from pavement edge to pavement edge across all traffic lanes and shoulder pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5230200.pdf?sfvrsn=7915fd49_09900500.impl
. Temporary retroreflective pavement markers (RPM’s) shall meet the requirement of 970-1.2.1, be one, degrees to y. Themarker’s reflective face shall be completely visible and above the pavement surface after installation, measured from a line even with the pavement perpendicular to the face, :Usebituminous adhesive materials for bonding the markers to the pavement that meet the requirements of Section 970 and are listed on the QPL. (f) Removability: Ensure that the pavement marker
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9900500.impl.pdf?sfvrsn=1da9bd3e_05240200int
precisely describe the placement of the geotextile beneath concrete ditch pavement and around weep holes, DITCH AND SLOPE PAVEMENT (REV 7-17-25) ARTICLE 524-2 is deleted and the following substituted, , directly beneath all concrete ditch pavement for the entire length and width of the pavement. When weep holes are required per the Plans, , regardless of the pavement thickness. Pplace filter fabric geotextile below the weep hole aggregate to form a mat continuous with the pavement filter fabric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/5240200int.pdf?sfvrsn=9699c6af_15240200ind
precisely describe the placement of the geotextile beneath concrete ditch pavement and around weep holes, DITCH AND SLOPE PAVEMENT (REV 7-17-25) ARTICLE 524-2 is deleted and the following substituted, , directly beneath all concrete ditch pavement for the entire length and width of the pavement. When weep holes are required per the Plans, , regardless of the pavement thickness. Pplace filter fabric geotextile below the weep hole aggregate to form a mat continuous with the pavement filter fabric
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/5240200ind.pdf?sfvrsn=38f72618_19320200-724origind
FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES. (REV 5-3-23) SECTION 932 is deleted and the following substituted: 932-1 Joint Materials. 932-1.1 Preformed Joint Filler for Pavement and Structures, shall conform to the requirements of Section 6. 932-1.2 Joint Sealer for Pavement and Structures, in asphaltic concrete pavement and portland cement concrete pavement. These materials may also be used, the infiltration of moisture and foreign materials throughout normal pavement conditions and at ambient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/9320200-724origind.pdf?sfvrsn=32f5b967_19320100ind
FOR CONCRETE PAVEMENT AND CONCRETE STRUCTURES (REV 6-24-25) SECTION 932 is deleted, for Pavement and Structures: Preformed joint filler shall meet the requirements of AASHTO M 153, for Pavement and Structures (Hot Pour): 932-1.2.1 General: This Specification covers joint sealer intended for use in sealing joints in asphaltic concrete pavement and portland cement concrete pavement, pavement conditions and at ambient temperatures. The manufacturer shall have the option
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9320100ind.pdf?sfvrsn=443c3d6c_1711-001IntReviewPkg
: Pavement Markings Summary of the changes: Sheet 3: Deleted Buffered Bike Lane Flush Shoulder detail, AND GUTTER FLUSH SHOULDER CURB AND GUTTER FLUSH SHOULDER 8" 3" (Typ.) Y X X Edge Of Pavement, " Gap 8" Edge Of Pavement X = LANE WIDTH (FT.) X X Edge Of Traveled Way 2" Gap 3" (Typ.) 2" Gap, in the section. Buffered Bike 6" White (Or Bike Lane) Edge Of Pavement Buffered Bike 6" White Edge, ') Gap 2" Gap 2" (Typ.) 3" 13 3 711-001 PAVEMENT MARKINGS 11/01/21 Median Shoulder Gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001intreviewpkg.pdf?sfvrsn=b579c996_120250124_456075-1_SR 45_17020
1.4 2.8 4.2 7.3 4.2 B III M P Base Crack, uneven pavement surface 25 22.373 ML R3 N 1.2 3.1 4.3 8.3 12.0 3.5 B III M P Uneven Pavement Surface 26 22.385 ML L1 Y 1.0 2.8 1.3 5.1 8.0 2.6 B II L F 27 22.318 ML L2 N 1.0 3.4 1.6 6.0 8.0 F Uneven Pavement Surface 28 22.280 TL LL N 1.1 2.9 4.0 8.9 6.0 F 29 22.265 ML L3 N 1.0 3.0 4.0 10.0 6.0 1.0 B IB L F Uneven Pavement Surface 30 22.204 ML L2, . 0.15 0.20 0.25 0.20 0.18 0.16 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20250124_456075-1_sr-45_17020.pdf?sfvrsn=b9ef6898_17060000.FHWA
Builders' Assoc. StateConstructionEngineer 7060000 All Jobs RAISED RETROREFLECTIVE PAVEMENT, substituted: RAISED RETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. ARTICLE 706-1 is deleted and the following substituted: 706-1 Description. Place raised retroreflective pavement markers, other reflective pavement markings. ARTICLE 706-2 is deleted and the following substituted: 706-2, 970. 706-2.1 Product Acceptance on the Project. Use only reflective pavement markers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/7060000.fhwa.pdf?sfvrsn=660abc6c_03270301.origind
: richard.hewitt@dot.state.fl.us Specification Title: Milling of Existing Asphalt Pavement Specification Section, of Existing Asphalt Pavement. In accordance with Specification Development Procedures, we, is encouraged. DS/cah Attachment 3270301 All Jobs MILLING OF EXISTING ASPHALT PAVEMENT. (REV, the existing raised reflective pavement markers prior to milling. Include the cost of removing existing pavement markers in the price for milling. When milling to improve rideability or cross slope
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/3270301.origind.pdf?sfvrsn=8eed550_07010402.FHWA
. StateConstructionEngineer 7010402 All Jobs AUDIBLE AND VIBRATORY PAVEMENT MARKINGS. (REV 6-7-13) SUBARTICLE 701-4.2, the pavement surface. Asanalternative to the flat baseline, a profiled baseline meeting the following, the pavement surface. Provide a baseline thickness not to exceed 0.050 inches. Provide individual, , the thickness of white and yellow pavement markings in accordance with FM 5-541. The Engineer will verify the thickness of the pavement markings in accordance with FM 5-541 within 30 days of receipt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7010402.fhwa.pdf?sfvrsn=9f7ff821_07020402.FHWA
All Jobs WET WEATHER PAVEMENT MARKINGS. (REV 6-7-13) SUBARTICLE 702-4.2 (Page 839) is deleted, markings provide a thickness of 0.100 to 0.150 inches when measured above the pavement surface, be applied. For profiled thermoplastic markings make profile measurements above the pavement surface, and yellow pavement markings in accordance with FM 5-541. The Engineer will verify the thickness of the pavement markings in accordance with FM 5-541 within 30 days of receipt of the Contractor’s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7020402.fhwa.pdf?sfvrsn=e40cab56_03530100.origind
) 943-5305, richard.hewitt@dot.state.fl.us Specification Title: Concrete Pavement Slab Replacement, 3530100 All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 5-20-13) ARTICLE 353-1 (Page 347, of concrete pavement with portland cement concrete free of any uncontrolled cracks. Repair the damaged area, that transverse slope deviations of the finished pavement do not exceed 1/8 inch with the straightedge laid in a direction perpendicular to the centerline. When portland cement concrete pavement abuts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/internal/3530100.origind.pdf?sfvrsn=2495d7ed_020250626_451989-1_SR 600_10130
COEF. 0.250.250.250.200.160.180.08 Notes: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12, at the time 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, Lanes: N of Kennedy Blvd. N of South Ave.Inside: Shoulder Type and Condition: Overall Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250626_451989-1_sr-600_10130.pdf?sfvrsn=877e5c25_1E1Y08-R0BidTabs
3,600.00 54.00000 5,400.00 0035 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 6,000.000 SY 2.50000 15,000.00 5.40000 32,400.00 6.80000 40,800.00 0045 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 6,000.000 SY 2.50000 15,000.00 3.60000 21,600.00 5.80000 34,800.00 0050 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 500.000 SY 15.00000 7,500.00 4.32000 2,160.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/sep18/e1y08-r0bidtabs.pdf?sfvrsn=ae1e5428_120250610_453545-1_SR 9 (I-95)_79002
inches 6 6.549 4.5 OL X 1.0 2.5 10.0 SAHM w/ Shell 6.5 - - - - p Pavement Ripples 7 5.976 9.0 L3 X 0.7 1.5 1.4 1.3 2.1 7.0 LR 11.2 B SL III S P Pavement Ripples on the right wheel path 8 5.487 1.5 L3, of pavement 11 3.076 2.0 L3 0.6 7.4 8.0 LR - 2.5 SL II M P 12 3.079 3.0 OL 2.5 1.5 7.6 SAHM w/ Shell 3.6 1.0 SL III M P Pavement Ripples 13 2.962 11.0 L3 X 0.5 7.3 7.8 LR 10.3 - - - - P 14 2.626 8.5 L3, " indicates full depth crack to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20250610_453545-1_sr-9-(i-95)_79002.pdf?sfvrsn=3d535932_1E3Y70
: The Improvements under this District Contract consist of milling and resurfacing, flexible pavement reconstruction, base work, shoulder treatment, drainage improvements, curb and gutter, ditch pavement, and signing and pavement markings on State Road 10 (US 90A) from Perdido River Bridge to W of Beulah Rd, 0102- 1- MAINTENANCE OF TRAFFIC (45293015201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, 0285-711- OPTIONAL BASE, BASE GROUP 11 SY 1,796.000 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2026/feb12/e3y70.pdf?sfvrsn=5559c393_1SP3300802.FHWA2
Engineer SP3300802.D012 Smooth Pavement, for interstate and limited access roadway projects only, on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown in the Plans. SUBARTICLE 330-9.4 is deleted and the following substituted: 330-9.4 Pavement Smoothness: Construct a smooth pavement meeting, surface on all pavement courses placed, and then straightedge all layers as required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/sp3300802.fhwa2.pdf?sfvrsn=c0f2bfa5_0