7241 search results for Pavement
Accessing Transit Handbook Workshop Presentation PDF
• Pavement Markings • Landscaping • Review for Mid-Block Crossings • Push Buttons/Signals • Transit, 47 • Should be at shoulder break or edge of shoulder pavement for roads posted at 45 mph or less, ’ above pavement • All landscaping along FDOT rights-of-way must comply with FDM section 228.2 R, height of 18” • The line-of-sight datum between roadways is 3.5’ above pavement • The canopies, /pavement markings Do passengers B&As conflict with cars, bicycles, or pedestrians
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/transit/documents/accessing-transit-handbook-workshop-presentation-pdf.pdf?sfvrsn=1ef31ddc_120230818_447917-1_SR 686_15030
and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, 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.) PINELLAS SR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20230818_447917-1_sr-686_15030.pdf?sfvrsn=c5483aef_120231005_450883-1_SR 17_16090
DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, 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.) Polk SR No.: Paved BASE, Marion Rd / SR 544 Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231005_450883-1_sr-17_16090.pdf?sfvrsn=1903dc66_1D3-02-08-24BSN
PAVEMENT, 1" AVG DEPTH SY 35,512.000 Page 3 Bid Solicitation Notice - Proposal Item Quantities Call, ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 83,758.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, FOR BRIDGE DECK EXPANSION JOINT CF 34.200 0524- 1- 3 CONCRETE DITCH PAVEMENT, NON REINFORCED, 5" SY, TREATMENT INDEX 570-010 SY 15,953.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 3,474.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 23.650 0710- 11-123 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/feb08/d3-02-08-24bsn.pdf?sfvrsn=cce56931_22024FDM220RR
crossings consist primarily of signs, pavement markings, flashing light signals, and automatic, and Pavement Markings Exhibits 220-1 through 220-4 provide typical signing and pavement markings for Active Grade Crossings. Refer to the MUTCD for definitions and signing and pavement markings at Passive Grade Crossings. Do not place turning movement lane-use pavement markings on the upstream approach between the railroad crossing pavement message and the tracks. Where intersections occur
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm220rr.pdf?sfvrsn=b7181c34_420240611_451017-1_SR 683_17120
N 1.2 2.3 0.6 4.1 4.5 F STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, 301) Cored By: Median Curbed (Y/N): 0.000 CRACK Mainline Cores (ML) PAVEMENT LAYER, Lanes: US 41 S of 10th St Inside: Shoulder Type and Condition: Overall Pavement Condition (from, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj, Cores (ML) PAVEMENT LAYER (IN.) Sarasota SR No.: BASE Lawn Curb & Gutter (Y/N): Y Other: Fair
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20240611_451017-1_sr-683_17120.pdf?sfvrsn=aa834b75_120240528_449205-1_SR 686_15030
: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Typical Section: 1, : Other: SR 686 Cored By: Median Curbed (Y/N): 0.840 449205-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) PINELLAS SR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, of Belcher Rd. Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, Mainline Cores (ML) PAVEMENT LAYER (IN.) PINELLAS SR No.: Paved: Y STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/15/20240528_449205-1_sr-686_15030.pdf?sfvrsn=e566d25d_13530000.origind
. Your input is encouraged. DS/ot Attachment 3530000 All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 11-13-15) SECTION 353 is deleted and the following substituted: SECTION 353 CONCRETE PAVEMENT SLAB REPLACEMENT 353-1 Description. Replacethe existing defective area of concrete pavement, to open the pavement to traffic. Use cylinders to verify the concrete compressive strength at 28, that are designed to occur at specific locations based on the pavement design. All other cracks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3530000.origind.pdf?sfvrsn=54f0fa27_0E3Z04
219749-2-52-01: multilane reconstruction of the roadway including asphalt pavement, base work, drainage improvements, curb and gutter, sidewalk, multi-use path, signing and pavement markings, DETOUR- TEMPORARY PAVEMENT (21974925201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK, , BASE GROUP 09 SY 97,608.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY, SIDEWALK AND DRIVEWAYS, 6" THICK SY 3,270.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/dec11/e3z04.pdf?sfvrsn=514fb11b_2E8W33
roadway, drainage, signing and pavement markings, lighting, signalization, ITS bridge structures, PARAPET, PEDESTRIAN/BICYCLE, 27" HEIGHT LF 228.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON, PAVEMENT (44276435201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44276435201, - OPTIONAL BASE, BASE GROUP 14 SY 1,075.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 14,639.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 45,130.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan13/e8w33.pdf?sfvrsn=e071062d_1D2-05-21-25BSN-30Day
CONCRETE TRAFFIC RAILING- BRIDGE, 36" SINGLE-SLOPE LF 445.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON, (44928675201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44928675201) LS 1.000 0102- 2-300, PAVEMENT, 3" AVG DEPTH SY 2,024.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 810.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 22,389.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 476.000 0334- 1- 53 SUPERPAVE ASPHALTIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/d2-05-21-25bsn-30day.pdf?sfvrsn=abb40a87_1D1-04-18-24BSN
Description: The improvements under this Contract consist of milling and resurfacing, signing and pavement, 0285-706- OPTIONAL BASE, BASE GROUP 06 SY 1,138.000 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 22,397.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY, CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 122.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 8,121.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,366.000 0710- 11-101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/apr18/d1-04-18-24bsn.pdf?sfvrsn=4a5d951d_1D4-05-03-24BSN
Proposal Notes Fin Proj Numbers County 3 E4X40-R0 BROWARD COUNTY PAVEMENT MARKINGS - LONG LINE, Road Name: BROWARD COUNTY PAVEMENT MARKINGS - LONG LINE Limits: Midpoint Project(s): 45363417201, thermoplastic pavement markings and installation of standard thermoplastic pavement markings along, PAVEMENT STRIPING (LARGE MACHINE) (LM) 0711- 11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE, 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/may03/d4-05-03-24bsn.pdf?sfvrsn=cf55adf6_120240520_213469-3_SR9_74160
7.8 LR F 1911.328R1 I 0.7 6.3 7.0 LR P 2011.986R1N 0.6 2.7 2.9 6.2 LR F Pavement change all R: MP 2.230, 2.930, Depression Lane R2: MP 8.984, Severe block cracking R2: MP 4.000, Pavement change all L, i l e P o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n g, No.: SR9 SR 200 Shoulders Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL, o s t L a n e W h e e l P a t h Pavement Layer C o r e L e n g t h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20240520_213469-3_sr9_74160.pdf?sfvrsn=f98b0589_1D3-02-13-25BSN
NOT BID (45102815201) LS 1.000 Section 0003 Signing 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 0.066 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.066 0918-712-120 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, 10-30 SKIP, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 78.000 0711- 14-160 THERMOPLASTIC, PREFORMED, WHITE, INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 1.167 0918-712-110 INTEGRATED MULTI-POLYMER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/feb13/d3-02-13-25bsn.pdf?sfvrsn=b345a51d_12026FDM213ModRoundabout
and have pavement widths based on necessity . Use 20-year design traffic volumes for roundabout design, of the intersection should be as flat as practical to allow the circulatory roadway pavement, at multi-lane exits where the geometry or pavement markings tend to lead vehicles from the left-hand, is the required spiral transition pavement marking. The central island should be developed (shaped, striping and use all available pavement. Fastest path movements are shown in Figure 213.6.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm213modroundabout.pdf?sfvrsn=8afe064_92007_Use of Nondestructive Techniques to Estimate the Allowable Vibratory Compaction Level during Construction
pre-construction testing. Detailed knowledge of the layering of the pavement structure, test track area...............................................4-9 Figure 4-5. Typical pavement, to adjacent infrastructure, particularly in or near urban areas. The majority of flexible pavement design, pavement design procedure (AASHTO 1993) tailored for Florida conditions (FDOT 2004). Most rehabilitation, and select a structural overlay thickness such that the pavement structure will maintain
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2007_use-of-nondestructive-techniques-to-estimate-the-allowable-vibratory-compaction-level-during-construction.pdf?sfvrsn=e1e3bf6a_12024FDM265ReinfConcBox
of asphalt pavement directly on the top slab. Corrugated metal structures will also typically require, for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2) Frame units provide a simpler traffic railing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm265reinfconcbox.pdf?sfvrsn=5675a11a_12024FDM265ReinfConcBox
the least amount of cover by placing a minimum of 3 inches of asphalt pavement directly on the top slab, is proposed. When used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2) Frame units provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm265reinfconcbox.pdf?sfvrsn=1ac3e33e_12025FDM265ReinfConcBox
pavement directly on the top slab. Corrugated metal structures will also typically require taller, used for phased construction with shallow highway pavements, no temporary shoring is needed at the phase construction joint to support the fill or pavement. (2) Frame units provide a simpler traffic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm265reinfconcbox.pdf?sfvrsn=7efacf89_1