7241 search results for Pavement
Maintenance Specifications - July 2020
AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-20) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18) (7-20) SP5270000 All Jobs. GUARDRAIL.(REV, . RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 3-30-20) (7-20) SP7060100 Maintenance Contracts including RPMs. TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV 1-15-19) (7-20, LIGHTING SYSTEM.(REV 8-19-19) (7-20) SP7150100 Maintenance Contracts with Lighting. PAVEMENT MARKING
https://www.fdot.gov/programmanagement/maintenance/2020jul/maintenance-specifications---july-2020Redlines Exhibit 913-1-2-3
Exhibit 913-1 2-Lane Flush Shoulder Date: 1/1/2025 SHOULDER PAVEMENT TRAFFIC DATA R/W LINE, SHOULDER PAVEMENT DETAIL ") (PG 76-22) 2 1 FRICTION COURSE FC-12.5 (TRAFFIC C) (1 TYPE SP, VARIES LBR 40 TYPE B STABILIZATION 12" PAVEMENT DETAIL. SHOULDER SEE PAVEMENT SHOULDER 5' 10, TRAFFIC DATA SHOULDER PAVEMENT DEPTH AND WIDTH VARIES STANDARD CLEARING AND GRUBBING LIMITS, B STABILIZATION 4" 0 . 0 6 4" 0 . 0 2 SHOULDER PAVEMENT DETAIL STABILILZATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-1-2-3.pdf?sfvrsn=d19dc549_1711-001
5 ' 6' Yellow Black Black 6 ' In Pavement Warning Marking White 3 " 7" 2'-4" 1 ' 13 1 711-001 PAVEMENT MARKINGS 11/01/21 Red Blue Red Blue 11 S.F. 17 S.F. 12 S.F. 27 S.F. 29, 20 S.F. 34 S.F. 19 S.F. PAVEMENT MESSAGE AND ARROW DETAILS 43 S.F. 72 S.F. 128 S.F. 128 S.F. 45 S.F. PAVEMENT MESSAGES NOTES: 5. Increase width of route shield for routes with three digits. and In Pavement Warning Markings. 4. All pavement messages must be white except Route Shields 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/711-001.pdf?sfvrsn=8484d2a2_2E8V66Addenda001
drains, curb inlets, and FPC 142 slopes revised 15 Pavement detail added 48 Scalebars added, callouts 263 Updated callouts | Updated wall graphic 272 Updated callouts | Temporary pavement revised 273 Updated callouts | Temporary pavement revised 274 Updated callouts | Temporary pavement revised, Updated callouts | Temporary pavement revised in previous phase 288 Temporary pavement revised, | Added temporary pavement | Temporary pavement revised in previous phase 290 Removed curve data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/e8v66addenda001.pdf?sfvrsn=bbf6e459_1Maintenance Specifications - July 2019 NEW
AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-19) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18) (7-19) SP5270000 All Jobs. GUARDRAIL.(REV 2-22-17, RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 9-28-15) (7-19) SP7060100 Maintenance Contracts including RPMs. TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV 1-15-19) (7-19) SP7090000, .(REV 8-17-16) (7-19) SP7150100 Maintenance Contracts with Lighting. PAVEMENT MARKING MATERIALS.(REV
https://www.fdot.gov/programmanagement/maintenance/2019july/maintenance-specifications---july-2019-newMaintenance Specifications - January 2020
Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-20) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18) (1-20) SP5270000 All Jobs, and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 9-28-15) (1-20) SP7060100 Maintenance Contracts including RPMs. TWO REACTIVE COMPONENTS PAVEMENT MARKINGS.(REV, . PAVEMENT MARKING MATERIALS.(REV 3-8-19) (1-20) SP9710801 Maintenance Jobs – Weight Stations TRAFFIC MARKING
https://www.fdot.gov/programmanagement/maintenance/2019-jan/maintenance-specifications---january-2020Maintenance Specifications - January 2021
Elements and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-21) SP5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 11-6-18, that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS, PAVEMENT MARKINGS.(REV 1-15-19) (1-21) SP7090000 Maintenance Jobs – Weight Stations THERMOPLASTIC, Contracts with Lighting. PAVEMENT MARKING MATERIALS.(REV 3-8-19) (1-21) SP9710801 Maintenance Jobs
https://www.fdot.gov/programmanagement/maintenance/2021jan/maintenance-specifications---january-202120210311_447536-2_US 98_14050.14080
- Crossover Test Lab, Inc. 2 PAVEMENT LAYER (IN.) Pasco SR No.: Paved Lawn Overall Pavement, locations. For pavement design assume 12 inches of thickness for stabilization. Lane Type 4. A blank, of the lane. Lane Designations Crack Type Crack Rating Extent Pavement Condition Inside: Outside: Other: STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, > 1/4 inch S - Severe P - Poor Test Lab, Inc. 1 PAVEMENT LAYER (IN.) Pasco SR No.: Paved Lawn
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20210311_447536-2_us-98_14050-14080.pdf?sfvrsn=db7aa5b6_1E59F0
of Milling & Resurfacing, Curb and Gutter, Sidewalk, Signing/Pavement markings, Lighting, Traffic Signal, Quantity 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 305.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 86,673.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 139,574.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 25.100 0337, MARKER, TYPE 3 EA 1.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 5,660.000 0710- 12-290 PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/dec02/e59f0.pdf?sfvrsn=905cad7d_1Historical Item Averages Market Area 03
1,007.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 1 $1,025.64 $40,000.00 39.000 CY N SPECIAL, /RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 99 9 $15.29 $160,122.49 10,471.000 ED N PORTABLE CHANGEABLE, N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 2 1 $20.00 $7,680.00 384.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 0327 70 4 1 $1.11 $186,000.48 167,568.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 5 $2.85 $907,362.95 318,479.000 SY N MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-03.pdf?sfvrsn=536d6672_52021 January Redline eBook
. Subgrade. The portion of the roadbed immediately below the base course or pavement, including below the curb and gutter, valley gutter, shoulder and driveway pavement. The subgrade limits ordinarily, 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 of that part of a bridge structure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/ebook/2021-january-redline-ebook.pdf?sfvrsn=97c3f957_2717eBook_SS_DLH
175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 230 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ............................................ 257 327 Milling of Existing Asphalt Pavement, Asphalt Pavement .......................................................................... 312 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/ebook/717ebook_ss_dlh.pdf?sfvrsn=afccc3fd_0717eBook
175 Cracking and Reseating Existing Concrete Pavement, ...................................................................................... 230 283 Reclaimed Asphalt Pavement Base, , AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ............................................ 257 327 Milling of Existing Asphalt Pavement, Pavement .......................................................................... 312 339
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/ebook/717ebook.pdf?sfvrsn=e0b7d16b_020231016_450879-1_SR 17_16090
2.0 C II M P STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, ): 0.000 450879-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE 11.823, 5th Avenue Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., Mainline Cores (ML) PAVEMENT LAYER (IN.) Polk SR No.: Paved BASE 11.823 11.823 Lawn X Curb & Gutter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20231016_450879-1_sr-17_16090.pdf?sfvrsn=8dd3778b_120231020_451014-1_SR 776_17050
N 0.9 4.5 5.2 10.6 6.0 0.0 1.3 C II M F STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, : SR 776 Cored By: Median Curbed (Y/N): 0.000 451014-1 CRACK Mainline Cores (ML) PAVEMENT LAYER, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair Roadway ID, D I T I O N COMMENTS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION, By: Median Curbed (Y/N): 0.000 451014-1 CRACK Mainline Cores (ML) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/17/20231020_451014-1_sr-776_17050.pdf?sfvrsn=159ccc1a_120230602_449114-1_SR 45_13030
: Pavement Condition G - Good F - Fair P - Poor 4 Lane Urban Principal Arterial Roadway / 2 Lane Each Direction STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. 2.563 Outside: Paved Overall Pavement Condition (from DMO field review, Mainline and Bridge Cores (ML / BR) PAVEMENT LAYER (IN.) BASE CRACK 2. Mile posts are approximate based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230602_449114-1_sr-45_13030.pdf?sfvrsn=4a6fde2f_120240530_451331-1_SR 600_10030
OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, ): 2.100 451331-1 CRACK Mainline Cores (ML) PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved, Lanes: W of N. 39th St. E of N. 42nd St. Inside: Shoulder Type and Condition: Overall Pavement, COMMENTS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, ) PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: Paved: Y BASE 0.300 2.400 Lawn Curb & Gutter (Y/N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20240530_451331-1_sr-600_10030.pdf?sfvrsn=4cd0621c_120250203_451270-1_SR 25_09030
OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., Curbed (Y/N): 11.612 451270-1 CRACK Mainline, Bridge and Crossover Cores (ML/BR/CO) PAVEMENT LAYER, Type and Condition: Overall Pavement Condition (from DMO field review): Fair Roadway ID: 09030000, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, CRACK Mainline, Bridge and Crossover Cores (ML/BR/CO) PAVEMENT LAYER (IN.) HIGHLANDS SR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250203_451270-1_sr-25_09030.pdf?sfvrsn=20795833_1E1W93BidTabs
and pavement markings on SR 45 (US 41) from West of West Villages Pkwy to West of Woodmere Rd, on SR 45 (US, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 14,968.000 SY 4.10000 61,368.80 7.50000 112,260.00 9.46000 141,597.28 0140 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 40,259.000 SY, PAVEMENT, 2" AVG DEPTH 35,798.000 SY 2.65000 94,864.70 4.95000 177,200.10 5.92000 211,924.16 0150 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 32,324.000 SY 5.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/feb20/e1w93bidtabs.pdf?sfvrsn=e7f1f4d4_1E3X99BIDTABS
and resurfacing, curb and gutter, signing and pavement markings, sidewalk ADA upgrades, handrail, 50.00000 53,950.00 22.44000 24,212.76 0110 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 5,053.000 SY 2.50000 12,632.50 2.65000 13,390.45, EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH 282.000 SY 6.00000 1,692.00 4.40000 1,240.80 17.88000, 3,298,487.58 0135 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 3.300 TN 1,300.00000 4,290.00 680.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2024/sep12/e3x99bidtabs.pdf?sfvrsn=9b5ef69b_1