7209 search results for Pavement
SPI-125-001
Standard Plans Instructions Topic No. 625-010-003 Index 125-001 Utility Adjustments Thru Existing Pavement FY 2024-25 1 Index 125-001 Utility Adjustments Thru Existing Pavement Design Criteria, for the excavation and backfill of utilities placed below existing pavement on the State Highway System, including requirements for replacement of the pavement. Index 125-001 is intended to be used, is made for the utility adjustments thru existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-125-001.pdf?sfvrsn=5509de9b_1SPI-125-001
Standard Plans Instructions Topic No. 625-010-003 Index 125-001 Utility Adjustments Thru Existing Pavement FY 2025-26 1 Index 125-001 Utility Adjustments Thru Existing Pavement Design Criteria, for the excavation and backfill of utilities placed below existing pavement on the State Highway System, including requirements for replacement of the pavement. Index 125-001 is intended to be used, is made for the utility adjustments thru existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-125-001.pdf?sfvrsn=2c66e1b9_13500200-722impl
350 CEMENT CONCRETE PAVEMENT. (REV 12-7-21) (FA 12-16-21) (7-22) ARTICLE 350-2 is deleted, Concrete Pavement ..............................Section 352 Curing Materials, of 0.50. 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 by hand, testing for concrete pavement mixes is not required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/3500200-722impl.pdf?sfvrsn=9c308fa3_27010700.impl
701 PROFILED THERMOPLASTIC PAVEMENT MARKINGS. (REV 11-1-16) (FA 12-14-16) (7-17) ARTICLE 701-7 is deleted and the following substituted: 701-7 Observation Period. Longitudinal pavement, . The longitudinal pavement markings shall show no signs of failure due to blistering, excessive cracking, chipping, discoloration, poor adhesion to the pavement, loss of retroreflectivity or vehicular damage, , at no expense to the Department, any longitudinal pavement markings that do not perform satisfactorily
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/7010700.impl.pdf?sfvrsn=1eb3168e_01101103.impl
pavement is included in the Lump Sum price for Clearing and Grubbing. Noseparatepayment will be made, . Thequantity to be paid for will be the number of square yards of existing pavement of the types listed, measurement along the surface of the pavement before its removal. Measurements for appurtenances which have irregular surface configurations, such as curb and gutter, steps, and ditch pavement, will be the area as projected to an approximate horizontal plane. Where the removal of pavement areas
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/1101103.impl.pdf?sfvrsn=20aea525_0SPI-125-001
Standard Plans Instructions Topic No. 625-010-003 Index 125-001 Utility Adjustments Thru Existing Pavement FY 2026-27 1 Index 125-001 Utility Adjustments Thru Existing Pavement Design Criteria, for the excavation and backfill of utilities placed below existing pavement on the State Highway System, including requirements for replacement of the pavement. Index 125-001 is intended to be used, is made for the utility adjustments thru existing pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-125-001.pdf?sfvrsn=579a37cd_1Historical Item Averages Market Area 08
564,508.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 12 $171.98 $11,248,698.42 65,406.000, 52,693.000 EA N TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 15 $1,779.95, 43,633.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 2 14 $3.71 $2,075,725.94 560,238.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 3 7 $5.52 $2,421,582.46 439,030.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 4 1/2" AVG DEPTH 0327 70 4 22 $3.20
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-08.pdf?sfvrsn=fc20ed22_6SPI-711Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 711-001 through 711-003 – Pavement Markings FY 2026-27 1 Indexes 711-001 through 711-003 – Pavement Markings Design Criteria FHWA, for the pavement markings at intersections for major and minor roads, turn lanes, express lanes, parking, separating traffic flows in the same general direction when designating the pavement markings that outline, for detailed criteria on the selection of appropriate pavement marking layouts and material selection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-711series.pdf?sfvrsn=83f15296_1SPI-350-001
Standard Plans Instructions Topic No. 625-010-003 Index 350-001 Concrete Pavement Joints FY 2024-25 1 Index 350-001 Concrete Pavement Joints Design Criteria Rigid Pavement Design Manual (RPDM, with a Special Select Soil Base must use the expansion joints in Index 370-001 . Concrete pavement, pavement slabs in the Plan View of the contract plans. Additional guidance for joint layout is provided, and Sealing Joints LF 370-1 Bridge Approach Expansion Joint for Concrete Pavement LF 520- 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-350-001.pdf?sfvrsn=2e8a775b_2SPI-711Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 711-001 through 711-003 – Pavement Markings FY 2024-25 1 Indexes 711-001 through 711-003 – Pavement Markings Design Criteria FHWA, for the pavement markings at intersections for major and minor roads, turn lanes, express lanes, parking, 230 for detailed criteria on the selection of appropriate pavement marking layouts and material, and Pavement Marking Plans for all pavement markings. Payment Item number Item Description Unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/spi/spi-711series.pdf?sfvrsn=e4180917_2SPI-350-001
Standard Plans Instructions Topic No. 625-010-003 Index 350-001 Concrete Pavement Joints FY 2025-26 1 Index 350-001 Concrete Pavement Joints Design Criteria Rigid Pavement Design Manual (RPDM, with a Special Select Soil Base must use the expansion joints in Index 370-001 . Concrete pavement, of the specifications. Plan Content Requirements Detail the location and dimensions of concrete pavement, and Sealing Joints LF 370-1 Bridge Approach Expansion Joint for Concrete Pavement LF 520- 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-350-001.pdf?sfvrsn=c6c1b496_1SPI-711Series
Standard Plans Instructions Topic No. 625-010-003 Indexes 711-001 through 711-003 – Pavement Markings FY 2025-26 1 Indexes 711-001 through 711-003 – Pavement Markings Design Criteria FHWA, for the pavement markings at intersections for major and minor roads, turn lanes, express lanes, parking, 230 for detailed criteria on the selection of appropriate pavement marking layouts and material, and Pavement Marking Plans for all pavement markings. Payment Item number Item Description Unit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-711series.pdf?sfvrsn=f5cdf115_11020509-724FHWA
: 1020509 Maintenance of Traffic Associated with Proposed Specification: 7100100 Painted Pavement, is deleted and the following substituted: 102-5.9 Conflicting Pavement Markings: Remove all existing pavement markings (paint, tape, thermoplastic, raised pavement markers, etc.) that conflict, method, other than paint or sprayed asphalt, approved by the Engineer to remove existing pavement markings. Remove conflicting pavement markings using a method that will not damage the surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1020509-724fhwa7290a29b-e681-4545-81c7-76507c4e48ce.pdf?sfvrsn=c4f733ff_14130303.resp
of raised pavement markers in use by the Department. Internally illuminated raised pavement markers, , and 327 must remain as retro reflective raised pavement markers to discern between the retroreflective and internally illuminated raised pavement markers. Additionally, Design Plans should also continue to identify retroreflective raised pavement markers to eliminate confusion between the retro reflective raised pavement marker use vs the internally illuminated raised pavement marker use on plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/4130303.resp.pdf?sfvrsn=f30987e8_09900500.resp
of raised pavement markers in use by the Department. Internally illuminated raised pavement markers, must remain as retro reflective raised pavement markers to discern between the retroreflective and internally illuminated raised pavement markers. Additionally, Design Plans should also continue to identify retroreflective raised pavement markers to eliminate confusion between the retro reflective raised pavement marker use vs the internally illuminated raised pavement marker use on plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/9900500.resp.pdf?sfvrsn=d5dba68d_07010402.impl
701 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS. (REV9-4-13)(FA10-23-13)(7-14, :Applyflatbaselineshavingathicknessof0.100to0.150inches, exclusiveoftheaudible bumps, when measured above the pavement surface. Measure, pavement markings in accordance with FM 5-541. TheEngineer will verify the thickness of the pavement, period will begin with the satisfactory completion and acceptance of the pavement marking work, , chipping, discoloration, poor adhesion to the pavement, loss of reflectivity or vehicular damage
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/7010402.impl.pdf?sfvrsn=203643ed_03500100.resp
3500100 All Jobs 3500100 Cement Concrete Pavement COMMENTS FROM INTERNAL/INDUSTRY REVIEW, in plain jointed concrete pavement during the life of the contract……”. Explanation: Plain concrete pavement has no reinforcement and is jointed every 15’ according to Department’s design. The pavement must not crack during construction. However, continuous reinforced concrete pavement is designed to allow cracks to form, since no joints are cut in the pavement. The cracks normally develop
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/3500100.resp.pdf?sfvrsn=ece702ed_0SPI-350-001
Standard Plans Instructions Topic No. 625-010-003 Index 350-001 Concrete Pavement Joints FY 2026-27 1 Index 350-001 Concrete Pavement Joints Design Criteria Rigid Pavement Design Manual (RPDM, with a Special Select Soil Base must use the expansion joints in Index 370-001. Concrete pavement, of the specifications. Plan Content Requirements Detail the location and dimensions of concrete pavement slabs, Joints LF 370-1 Bridge Approach Expansion Joint for Concrete Pavement LF 520- 4- Curb-Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-350-001.pdf?sfvrsn=90d8b9f5_12025FDM913TypSect
or milepost limits. Typical Section sheets also provide the traffic data and pavement design, represent the required 100 feet of loop pavement underneath the toll gantry, tolling equipment, ) Indicate the widths of existing pavement and proposed pavement on widening projects. (12) Curb locations, ) Cross slopes of roadway pavements, shoulder surfaces, sidewalks, and bridge decks as a decimal part, , i.e., 0.02, 0.06. Three decimal places may be required for pavement cross slopes. Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm913typsect.pdf?sfvrsn=f93b5b0a_7SP3300802.resp
, that’s one 528 ft LOT per 20 lane miles of pavement (105,600 ft). Also consider that pavements have, are necessary to construct smooth pavements. No change made. 3. Some bullet points seem, . Please reconsider. Additionally, 330-9.4.2.3 Unacceptable Pavement: “Repeat this process as necessary until all LOTS have an IRI less than or equal to 95.” The retesting of unacceptable pavement could, not aware of any removal and replacement occurring on any of the pilot projects. Bottom line, pavements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/sp3300802.resp.pdf?sfvrsn=3e533d64_0