7241 search results for Pavement
20230815_451265-1_SR 29_07060
Street C - Combination Class III - Cracks > 1/4 inch S - Severe P - Poor Madrid CPWG PAVEMENT LAYER (IN.) Hendry SR No.: Paved Lawn Overall Pavement Condition (from DMO field review): Fair Typical, . Stabilization thickness was checked on 10% of the coring locations. For pavement design assume 12 inches, Extent Pavement Condition Inside: Outside: Other: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID: W.P.I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20230815_451265-1_sr-29_07060.pdf?sfvrsn=262817ca_1E4W70
adjustments), pavement markings (detectable, painted, thermoplastic, raised marker, bike lane), signing, 3,094.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 35,718.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 12.000 0337- 7- 81 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC B, FC-12.5, PG 76- 22 TN 4,228.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 9.800 0425, (CIAC), FPL (DO NOT BID) (44617615201) LS 1.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb04/e4w70.pdf?sfvrsn=cd583da8_120240607_447287-1_SR 25 and SR 80_07030
West Sagamore Avenue Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, ): 2.196 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.) Hendry SR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20240607_447287-1_sr-25-and-sr-80_07030.pdf?sfvrsn=6e60b388_12025FDM216Earthwork
pavement to prepare the area for proposed construction. See Standard Specifications Section 110, section details, pavement design details, superelevation and horizontal alignments are used, shoulders, and the bottom of the roadway base and shoulder base for flexible or rigid pavement, pavement. According to Standard Specification 120-4.2: • Only the asphalt on existing flexible pavement roadways will be removed (not base material) unless shown in the plans; and, • Existing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm216earthwork.pdf?sfvrsn=8bdeb7bd_12025FDM216Earthwork
– Removal of existing pavement to prepare the area for proposed construction. See Standard, survey or photogrammetry. The finished profile grades, typical section details, pavement design details, and shoulder base for flexible or rigid pavement. Figures 216.4.2 through 216.4.5 illustrate cut, pavement. According to Standard Specifications 120 : • Only the asphalt on existing flexible pavement, pavement is only to be removed when called for in the plans. Coordinate with the District Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm216earthwork.pdf?sfvrsn=781dc8f6_29700200-724FHWA
: 9700200 Materials For Raised Pavement Markers and Adhesive. Dear Mr. Nguyen: We are submitting, ' Assoc. State Construction Engineer 9700200 All Jobs MATERIALS FOR RAISED PAVEMENT MARKERS, . 970-2.2.4 Adhesion: Provide tabs that adhere to the pavement such that no tab dislodges. 9700200, . The depth of embedment of the RPM housing into pavement must be 2.5 inches or less, and the housing must project 0.75 inches or less above the pavement surface. RPMs must have a compressive strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9700200-724fhwa.pdf?sfvrsn=860ab507_19740000-122FHWA
for Detectable Warnings and performance lab testing to Patterned Pavement into the Standard Specifications, specifies the material requirements for detectable warnings and patterned pavement. 974-2, Safety Yellow 25 – 45 Brick Red 5 – 15 Black 0 – 5 974-3 Patterned Pavement. Provide patterned pavement products that produce an adherent, weather resistant, skid resistant, and wear resistant surface that meets the requirements of this Section, and Section 523. Patterned pavement installations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9740000-122fhwa.pdf?sfvrsn=5257c34f_220250421_456058-1_SR 60_10110
OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. 456058-1, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Hillsborough SR No.: Paved Lawn Curb & Gutter, Kathy Dr Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250421_456058-1_sr-60_10110.pdf?sfvrsn=5002a70d_119-08-Zheng-EvolutionOfPavementTechnology
6/30/2025 1 Evolution of Pavement Te chnology: Balancing Performance, Safety, and Longevity, • Composed primarily of coarse aggregate o Only a small portion of fine aggregate, creating a pavement, to as FC-5 3 4 6/30/2025 3 Dense-Graded Pavement Surface 5 Open-Graded Pavement Surface 6, Potential and Splash/Spray During Rain Events • Shorter Pavement Life o On average 14-year service, US-19 Levy County (2010) – Quiet Pavement Study o US-301 Clay County (2024) – Asphalt Te st Road o
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/training/transportationsymposium/2025-june/19-08-zheng-evolutionofpavementtechnology.pdf?sfvrsn=6da7a663_1E57D1BidTabs
: 004 Counties: ORANGE, SEMINOLE E57D1-R0 Contract: Contract Time: Vendor Ranking PAVEMENT, of thermoplastic and reflective pavement markings on facilities located within Department maintained rights, at least three (3) years of experience in the performance of Pavement Markings, or the Project, that presently has a certificate of prequalified with the Department in "Pavement Markings, . 365 CALENDAR DAYS Project(s): 44410017223 (*) Fed Aid No: PAVEMENT MARKINGS N/A Contract Descr
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/aug05/e57d1bidtabs.pdf?sfvrsn=3b2f6315_12026FDM216Earthwork
and Grubbing – Removal of existing pavement to prepare the area for proposed construction. See Standard, or photogrammetry . The finished profile grades, typical section details, pavement design details, for flexible or rigid pavement. Figures 216.4.2 t hrough 216.4.5 illustrate cut and fill limits, the removal of existing base material or removal of existing concrete pavement. According to Standard Specifications 120: • Only the asphalt on existing flexible pavement roadways will be removed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm216earthwork.pdf?sfvrsn=b7f7f167_112026FDM216Earthwork
and Grubbing – Removal of existing pavement to prepare the area for proposed construction. See Standard, or photogrammetry . The finished profile grades, typical section details, pavement design details, for flexible or rigid pavement. Figures 216.4.2 t hrough 216.4.5 illustrate cut and fill limits, the removal of existing base material or removal of existing concrete pavement. According to Standard Specifications 120: • Only the asphalt on existing flexible pavement roadways will be removed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm216earthwork.pdf?sfvrsn=9afddb7d_3E8V40
, stormwater enhancements, lighting, signing, pavement marking, traffic signals and Intelligent, SLOPE PAVEMENT,NON REINFORCED, 4" SY 530.000 0630- 2- 16 CONDUIT, FURNISH & INSTALL, EMBEDDED, - MAINTENANCE OF TRAFFIC (43721115201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43721115201) LS, 12 SY 3,149.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,756.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 186.000 0327- 70- 6 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/mar28/e8v40.pdf?sfvrsn=7023349b_1330090405FHWA
with the laser profiler, will be tested and accepted by straightedging. Test all pavement lanes and ramps, Final Type SP Structural Layer: If method of acceptance for any portion of the pavement, testing for pavement smoothness of the friction course (for mainline traffic lanes only) will be based, and 330-9.4.6.1. The pavement smoothness of each lane will be determined by a Laser Profiler furnished, are made, as required following Laser Acceptance, the pavement will not be retested for smoothness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/330090405fhwa.pdf?sfvrsn=d1d76b9d_120250403_448934-1_SR 60_10110
0.08 Notes: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, locations. For pavement design, assume 12 inches of thickness for stabilization. 448934-1 CRACK Mainline, the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Hillsborough SR No.: Paved BASE 0.391 0.941 5, and Condition: Overall Pavement Condition (from DMO field review): Fair Roadway ID: 10110000 End MP: Length
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250403_448934-1_sr-60_10110.pdf?sfvrsn=a124336a_1redline-ebook-compressed
or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement, in the Plans, the subgrade section extends to a depth of 12 inches below the bottom of the base or pavement and outward to 6 inches beyond the base, pavement, or curb and gutter. Substructure. All, . The Department does not guarantee the details pertaining to borings, and pavement cores as shown, shall examine boring and pavement core data, where available, and make their own interpretation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/ebook/redline-ebook-compressed.pdf?sfvrsn=84f3c49f_1Informational Guide-Design of Traffic Signal Detection Technologies_September 2022
agencies prefer not to use inductive loop detection on concrete pavements or on bridge structures because their in-pavement design allows for water penetration and degradation of the road surface, loop detector is a loop of wire, embedded in the roadway pavement, connected via a lead- in cable, a narrow slot in the pavement, placing the wire in the slot, and then filling the slot with a sealant, 5.1.2.2 Weaknesses • Installation requires cutting into the pavement and may not be feasible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/informational-guide-design-of-traffic-signal-detection-technologies_september-2022.pdf?sfvrsn=b81878a5_1informational-guide-design-of-traffic-signal-detection-technologies_september-2022
agencies prefer not to use inductive loop detection on concrete pavements or on bridge structures because their in-pavement design allows for water penetration and degradation of the road surface, loop detector is a loop of wire, embedded in the roadway pavement, connected via a lead- in cable, a narrow slot in the pavement, placing the wire in the slot, and then filling the slot with a sealant, 5.1.2.2 Weaknesses • Installation requires cutting into the pavement and may not be feasible
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/stamp/informational-guide-design-of-traffic-signal-detection-technologies_september-2022.pdf?sfvrsn=52d7d577_120230417_448977-1_SR 9 (I-95)_70220
" indicates full depth crack to the base. EOP = Edge of Pavement In lieu of MP for Ramp Cores, Location Distance Measured in Feet from Ramp Gore Crack Extent: L= Light; M= Moderate; S= Severe Pavement, Path Pavement Layer (in.) Brevard Highway Sect. No: 70220-000 State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 448977-1 D. Crumley & P. Williams, " indicates full depth crack to the base. EOP = Edge of Pavement In lieu of MP for Ramp Cores, Location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230417_448977-1_sr-9-(i-95)_70220.pdf?sfvrsn=cf83fc2e_22024FDM201DesignControls
. Consistent signing and pavement marking designs in transition areas is an important aspect, • Bridge width and roadway shoulders • Pavement crown, cross slope, and superelevation Topic, forecasting is also used in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals for guidance on selecting an appropriate design period
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm201designcontrols.pdf?sfvrsn=be346d3e_1