7241 search results for Pavement
D1-04-18-24FuelAllocationReport
0.0000 0.2422 100.000 0.000 24.220 0339- 1- TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 50.000, MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 20.000 0.000 49.370 43272727238 JOB TOTAL: 0.000 87.822
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/apr18/d1-04-18-24fuelallocationreport.pdf?sfvrsn=f1d749cf_1E52F8
includes, but is not limited to, fiber infrastructure, underground conduits, signing and pavement, REGULATORY, SIGNED4.000 0102-150- 2RADAR SPEED DISPLAY UNITED4.000 0353- 70-CONCRETE PAVEMENT SLAB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/may07/e52f8.pdf?sfvrsn=466a0ca8_1D1-05-16-24FuelAllocationReport
MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 28.800 0.000 71.093 44195015201 JOB TOTAL: 0.000 34,001.306, - TN MISCELLANEOUS ASPHALT PAVEMENT 0.0000 2.4685 1,205.000 0.000 2,974.543 43274417272 JOB TOTAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/may16/d1-05-16-24fuelallocationreport.pdf?sfvrsn=6020102b_1DCE Memos - 2003
Codes for Claims Settlement Costs (70 kb) 19-03 Reflective Pavement Markers (90 kb, Training Seminar for CEIs (34 kb) 05-03 Painting Pavement Markings (89.6 kb) 04-03
https://www.fdot.gov/construction/memos/2003/dcemenu2003.shtmDCE Memos - 2002
Guaranteed Asphalt Pavement (25.9kb) 15-02 Rolled Sod Netting - Section 981 (39kb) 14-02 Not Enforcing QPL, ACA Pavement Awards Nominations (21.0kb) 02-02 New Reason Code-Supplemental Agreement Tracking System
https://www.fdot.gov/construction/memos/2002/memos2002.shtmE52F4
signals and signing/pavement markings on State Road 50 from Corner School Drive to Chuluota Rd, - 6-EMBANKMENTCY253.800 0327- 70- 19MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTHSY6,328.000 0337
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/e52f4.pdf?sfvrsn=806d3816_1522-002RL
1 0 / 6 / 2 0 2 2 2 : 1 5 : 0 9 P M R E V I S I O N DESCRIPTION: REVISION LAST of STANDARD PLANS FY 2023-24 SHEET INDEX A 7'-0" 7'-0" 2'-6" 1 1 ' - 0 " ( S h o w n ) 2 ' - 0 " Pavement) (Grass Or Utility Strip A A 1 2 ' - 0 " ( S h o w n ) 2 ' - 0 " 1 0 ' - 0 " ( S h o w n ) 7'-0" A 45° SIDEWALK CURB, '-0" Detectable Warnings 4'-0" Min. 4'-0" Min. Pavement) (Grass Or Utility Strip SECTION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/errata/522-002rl.pdf?sfvrsn=1ba53939_19700203int
FOR RAISED PAVEMENT MARKERS AND ADHESIVE (REV 6-27-24) SUBARTICLE 970-2.3.4 is deleted and the following, a height of 3.5 feet above the pavement at a distance of 20 feet from the opposite quadrant or side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/9700203int.pdf?sfvrsn=b8a85778_13520200int
Specifications eBook and Workbook are effective July 1st every year. 3520200 GRINDING CONCRETE PAVEMENT (REV, pavement with diamond-impregnated grinding blades. Provide, operate, and maintain in working
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/3520200int.pdf?sfvrsn=4a7389aa_1E4X24
Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,038.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44931815201) LS 1.000 0711- 11-124 THERMOPLASTIC, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/sep06/e4x24.pdf?sfvrsn=e2d19aa7_120240612_209697-5_SR13_72160
r M i l e P o s t L a n e W h e e l P a t h Pavement Layer End MP:13.709, No.: SR 13 From San Marco Blvd Project No.: 209697-5 Name SR 13 (Hendricks Ave) Lanes: Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20240612_209697-5_sr13_72160.pdf?sfvrsn=59ff392f_120240717_430897-4_SRA1A_78010
P o s t L a n e W h e e l P a t h Pavement Layer B a s e T y p e End MP, Street Shoulders Project No.: 430897-4 SR A1A Lanes: 4 Pavement Evaluation Coring and Condition Data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240717_430897-4_sra1a_78010.pdf?sfvrsn=d611617a_120240715_208389-5_SR25_29040
LANE WHEEL PATH (Y or N) PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) CROSS, : 29040000 Name: SR 25 (US 41) Lanes: 2 State of Florida Department of Transportation PAVEMENT, PATH (Y or N) PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) CROSS SLOPE, 25 (US 41) Lanes: 2 State of Florida Department of Transportation PAVEMENT EVALUATION CORING, 8.356-8.415 8.643-8.672 9.029 REMARKS: PC = Pavement Change MP = Maintenance Patch LR = Limerock
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/29/20240715_208389-5_sr25_29040.pdf?sfvrsn=7359c3ba_120240814_441220-2_SR5_78020
u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement Layer County, Track Road Shoulders Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 08/14/24 Page, e e l P a t h Pavement Layer County: Intersection Improvement 2' paved Section No: 0.000, Road No.: Race Track Road Shoulders Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL, o r e N u m b e r M i l e P o s t L a n e W h e e l P a t h Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/78/20240814_441220-2_sr5_78020.pdf?sfvrsn=6c6f201c_1E6P14
AMOUNT, DO NOT BID (44775115201) LS 1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, 0713-103-102 PERMANENT TAPE, WHITE, SOLID, 8" EXIT LANE AT INTERCHANGE ON CONCRETE PAVEMENT GM 0.075
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/e6p14.pdf?sfvrsn=42b98ef4_12022
Guidebook 212 6 11/5/2021 Intersections Removed "ONLY" from pavement markings in Exhibit 212-1 228, & 1b 1/5/2022 Signing and Pavement Marking Added "and DO NOT ENTER" to item #1 of the Installation
https://www.fdot.gov/roadway/fdm/errata/2022Florida Greenbook Subcommittee
-TND-Handbook01-23-11.pdf -- Chapter 5 - Pavement Design and Construction 1/10/11 01-10-11Chapter5.pdf, -- Chapter 5 - Pavement Design and Construction 11/16/10 11-16-10Chap5Review.pdf
https://www.fdot.gov/roadway/floridagreenbook/sub.shtmDesign Update Training - 2012
- AGENDA Pavement Markings, Signing, Lighting - Maintenance of Traffic - Attachments to Traffic Railings, Permanent Pavement Markings, Lighting, Dynamic Message Signs, Coordination of TTC Plans
https://www.fdot.gov/roadway/training/webinar12/pres12.shtmSPI-521-600
521-610 or 521-611 with asphalt pavement, show shoulder, roadway pavement and Type SP overbuild
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/spi/spi-521-600.pdf?sfvrsn=bafa3cd0_1102-100
1:10 or Flatter Asphalt Pad Pavement or Flexible or Rigid Pavement/Asphalt Width Setback, Setback Distance Edge of Travel Way Edge of Travel Way Asphalt Pad Pavement or Flexible or Rigid, . Anchored CONDITION Free-standing OFFSET LATERAL WIDTH ASPHALT PAVEMENT/ DISTANCE SETBACK 2' Min, for the pavement, bridge deck, or asphalt pad surface within adjacent longitudinal pavement marking, match pre-emergent herbicide is not required. Miscellaneous Asphalt Pavement in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/102-100.pdf?sfvrsn=4de1b7ae_2