7241 search results for Pavement
2024FDM220RR
, pavement markings, flashing light signals, and automatic gates. Consider the following when designing, - Railroads 220.2.1.1 Signing 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm220rr.pdf?sfvrsn=f469ad79_120210908_4458851_SR 568_10471
of SR No.: ARMI Asphalt Rubber Membrane Interlayer BIND Asphalt Binder Course BRCK Brick Pavers CONC Portland Cement Concrete CRL Crack Relief Layer FAB Pavement Overlay Fabric FC Friction Course FC1 Friction Course 1 FC2 Friction Course 2 FC3 Friction Course 3 FC4 Friction Course 4, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA Cored by: Terracon, & Gutter (Y / N): N Core No. Mile Post or Sta. No. Lane W h e e l P a t h Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/10-hillsborough/20210908_4458851_sr-568_10471.pdf?sfvrsn=2e407c0e_120230827_4413221_SR91_11470
From: Name: SR 91 Pavement Cracking Investigation MM 287.5 to 288.5 Limerock Pumping, 1.5' long crack, Outside: PAVED Comments C l a s s E x t e n t Pavement Layer Type (in.) Stabilized, ARMI S3 Top FC5 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/11-lake/20230827_4413221_sr91_11470.pdf?sfvrsn=4fc499e1_16-Construction Academy - Earthwork
• What is the maximum length of a LOT ? • Mainline pavement lanes, turn lanes, ramps, parking lots, demonstrate fe a s i bility with 500’ test section Reclaimed Asphalt Pavement (RAP) 1-5 1 2 0, Pavement (RAP) 1-6 1 2 0 - E m b a n k m e n t • 120-8.2.1.1 – Lists maximum lift
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/training/2023-construction-academy/fall-2023/6-construction-academy---earthwork.pdf?sfvrsn=44cb355a_1550-004
Bridge Natural Ground Toe Of Slope Proposed Fence Slope Pavement Shoulder Line Proposed Fence 6, Slope Pavement. With End Bent. Set Post At Edge Of This Post To Be Located Approx. In Line " Min, Concrete 8 3 3 Strands Barbed Wire Slope Pavement Approach Slab Bridge 3' Min. 3 0 ° 14' Max
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/550-004.pdf?sfvrsn=1c47532c_1E4X19
, panel, work zone), pavement markings (tubular marker, raised marker, object marker, detectable, paver, MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, PAVEMENT TN 50.000 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 CY 50.000 0425- 1-351
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/e4x19.pdf?sfvrsn=e2661e16_120230926_423071-5_SR93_26260
Pavement Layer (in.) Base (in.) 1 Core Lgth. (in.) LR Depth (in.) TypeClassExtent Top, . Materials. 3/13. PAVEMENT EVALUATION CORING AND CONDITION DATA E. PUCKETT, ENVIRONMENTAL, . PROJECT COMMENTS Other: Curb & Gutter (Y / N): N Core No. Milepost Lane Wheel Path Pavement, . 3/13. PAVEMENT EVALUATION CORING AND CONDITION DATA E. PUCKETT, ENVIRONMENTAL AND GEOTECHNICAL, OF TRANSPORTATION 675-030-09. Materials. 3/13. PAVEMENT EVALUATION CORING AND CONDITION DATA E. PUCKETT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20230926_423071-5_sr93_26260.pdf?sfvrsn=66de506b_1E4X19-2-2-24
, panel, work zone), pavement markings (tubular marker, raised marker, object marker, detectable, paver, MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, PAVEMENT TN 50.000 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 CY 50.000 0425- 1-351
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/feb02/e4x19.pdf?sfvrsn=b4b53b23_3ET PLUS Inspection Checklist
ET-PLUS™ INSPECTION CHECKLIST Page 1 of 3 Inventory ID District County State Road Number Section Sub-Section Roadway ID Mile Post Compliant Guardrail Terminal Element YES NO 1. The Leaveout (specified area of open space in the pavement) around the posts is reserved and filled, installed in rigid pavement such as any thickness of concrete or asphalt. 2. The finished Guardrail, on the pavement side of the tube for ease of future removal. 23. The rail panels are lapped correctly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/ispe/end-treatment/et-plus-inspection-checklist.pdf?sfvrsn=ebe9c301_1FY24 Status Report Website 2.16.24
Evaluation of Reclaimed Asphalt Pavement (RAP) in FC-5 Mixtures Greg SholarExecuted SMO-24-03DOT, SMO-24-04 Concrete Pavement Overlay State-of-the-Practice for Florida Conditions Ohhoon KwonApproved, Evaluation of Reclaimed Asphalt Pavement (RAP) in Mixtures Containing High Polymer Binder Jim
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/docs/fy24-status-report-website-2-16-24.pdf?sfvrsn=af0be6d3_3Ad 25114_FPID 449149-1 Webinar
Previously was Structural Materials Engineer Districts 1 & 7 for 2 years Pavement Evaluation, : Minor Work Ty p e s 4.1.1 Miscellaneous Structures 7.1 Signing, Pavement Marking, , wildlife fencing, intersection lighting at SR 78 and CR 74, signing and pavement marking. Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25114/ad-25114_fpid-449149-1-webinar.pdf?sfvrsn=eeccc232_1Exhibit 913-6
GROUP 9 SHOULDER PAVEMENT GROUND-IN RUMBLE STRIPS (INDEX 546-010) ") (PG 76-22) 2 1 TYPE SP, OF OPTIONAL BASE MATERIAL (GRANULAR ONLY) THIS AREA MAY BE CONSTRUCTED 1 : 6 SHOULDER PAVEMENT DETAIL PAVEMENT SHOULDER VARIES 12' TYPE A FENCE GROUND NATURAL Exhibit 913-6 Facility 4-Lane
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-6.pdf?sfvrsn=c88feb53_1E6P55
1,850.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 200.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 200.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, - MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0400- 2- 11 CONCRETE CLASS II, RETAINING WALLS CY 5.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/sep26/e6p55.pdf?sfvrsn=4cc9329_1NewQuantitySummaryBoxesForStructuresPresentation
• Removal Items • Mailboxes • Earthwork • Geotechnical Items • Tu rnouts • Pavement • Misc. Pavement • Walls • (if not included with a structures component) • Box Culverts • Utility, • Permanent Driveway s • Ditch Pavement • Guardrail • Permanent Crash Cushions • Fencing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/newquantitysummaryboxesforstructurespresentation_36d622f9-6a64-4556-87b4-5dcc8fbc8ad8.pdf?sfvrsn=aec38b13_0SummaryBoxExplosions
• Summary of Turnouts • Correct • Incorrect Examples • Summary of Pavement • Correct Examples • Summary of Pavement • Incorrect Examples • Summary of Miscellaneous Asphalt • Correct, • Summary of Permanent Driveways • Correct • Incorrect Examples • Summary of Ditch Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/summaryboxexplosions_1c08ef66-a9ad-4a2b-9d92-78e3b5a4d592.pdf?sfvrsn=9fe44faa_02025FDM220RR
of signs, pavement markings, flashing light signals, and automatic gates. Consider the following when, 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/2025/review/2025fdm220rr.pdf?sfvrsn=72c60145_320240529_424631-3_SR93_32100
) PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) CROSS SLOPE (%) SLOPE DIRECTION, : I-75 (SR 93) Lanes: 6 State of Florida Department of Transportation PAVEMENT EVALUATION CORING, CORE NO. MILE POST LANE WHEEL PATH (Y or N) PAVEMENT LAYER (in.) BASE CRACK PAVT. COND, Department of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET Cored/Logged, (Y or N) PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) CROSS SLOPE (%) SLOPE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/32/20240529_424631-3_sr93_32100.pdf?sfvrsn=edb28ec5_1Exhibit 913-2
Exhibit 913-2 4-Lane Flush Shoulder Date: 1/1/2025 TRAFFIC DATA SHOULDER PAVEMENT DEPTH AND WIDTH VARIES STANDARD CLEARING AND GRUBBING LIMITS OF CONSTRUCTION TYP. 5' 1 : 4 1 : 6 T Y P . 3 . 5 ' TURF 0 . 0 6 0 . 0 2 POINT PROFILE GRADE 0 . 0 2 12' 4" 1, . 0 2 SHOULDER PAVEMENT DETAIL STABILILZATION SMOOTHNESS CLASS 3 STA. 63+65.42 TO STA. 328+65.14, = 2020 AADT = 23300 CURRENT YEAR = 2018 AADT = 22300 PAVEMENT SHOULDER STA. 157+75.40 TO STA. 215
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/exhibit-913-2.pdf?sfvrsn=ae931178_3Redlines Exhibit 913-2
Exhibit 913-2 4-Lane Flush Shoulder Date: 1/1/2025 TRAFFIC DATA SHOULDER PAVEMENT DEPTH AND WIDTH VARIES STANDARD CLEARING AND GRUBBING LIMITS OF CONSTRUCTION TYP. 5' 1 : 4 1 : 6 T Y P . 3 . 5 ' TURF 0 . 0 6 0 . 0 2 POINT PROFILE GRADE 0 . 0 2 12' 4" 1, . 0 2 SHOULDER PAVEMENT DETAIL STABILILZATION SMOOTHNESS CLASS 3 STA. 63+65.42 TO STA. 328+65.14, = 2020 AADT = 23300 CURRENT YEAR = 2018 AADT = 22300 PAVEMENT SHOULDER STA. 157+75.40 TO STA. 215
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-2.pdf?sfvrsn=b8c4ebd9_3550-004
Bridge Natural Ground Toe Of Slope Proposed Fence Slope Pavement Shoulder Line Proposed Fence 6, Slope Pavement. With End Bent. Set Post At Edge Of This Post To Be Located Approx. In Line " Min, Concrete 8 3 3 Strands Barbed Wire Slope Pavement Approach Slab Bridge 3' Min. 3 0 ° 14' Max
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/550-004.pdf?sfvrsn=577f8647_1