7241 search results for Pavement
9300400.origind
concrete pavements and other locations required by the Contract Documents. Follow the manufacturer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/9300400.origind.pdf?sfvrsn=9f39c980_02026FDM924SelectiveCGPlan
Clearing and Grubbing Plans 2 pavements, fencing, railroads, bridges, drainage structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm924selectivecgplan.pdf?sfvrsn=7f25d622_2Office Listing
. Divisions: Bituminous | Geotechnical | Pavements | Structures | Product Evaluation Modal
https://www.fdot.gov/agencyresources/offices.shtm2018 Florida Greenbook
Chapter 2 Land Development Chapter 3 Geometric Design Chapter 4 Roadside Design Chapter 5 Pavement, Engineer FDOT - Central Office Patrick Overton, P.E. Pavement Design Engineer FDOT - Central, .................................................................................. Robert Behar 5. Pavement Design and Construction, for safe operating conditions during these activities. ✓ Use existing street pavement widths, by the number of days in that time period. Auxiliary Lane A designated width of roadway pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/2018-florida-greenbook.pdf?sfvrsn=ae2fa78_3OOM_20250717_MRPHandbook2025
and rigid pavements. These areas should be rated for rigid and flexible pavement. 2025, or Android handheld device 56 Raised Pavement Marker Clarification on how to rate RPMs on wrong way, of the following characteristics: A. Unpaved Shoulder B. Front Slope C. Slope Pavement D. Sidewalk E. Fence, (e.g., Roadside is composed of unpaved shoulder, front slope, slope pavement, sidewalk and fence, OF PAVEMENT - Is the outside edge of pavement (travel way or paved shoulder) where it meets the curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/rdw/mrp/oom_20250717_mrphandbook2025.pdf?sfvrsn=8757fe4b_1CR557_90%_Cost_Estimate
/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 11,471.000 4.80 $ 55,061.00 $ 102-89-1 TEMPORARY CRASH CUSHION, GROUP 10 SY 58,340 34.53 $ 2,014,480.00 $ 327-70-1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,481 4.05 $ 10,048.00 $ 327-70-6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,070, PAVEMENT FOR ROUNDABOUT APRON, 12" DEPTH SY 1,010 175.31 $ 177,063.00 $ 400-0-11 CONCRETE CLASS NS, TUBULAR EA 36 75.77 $ 2,728.00 $ 706-1-3 RAISED PAVEMENT MARKER, TYPE B EA 3,216 4.03 $ 12,960.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25125/cr557_90-_cost_estimate.pdf?sfvrsn=74ae20ff_1SP3300802
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown, :Constructasmooth pavement meeting the requirements of this Specification, testing for pavement smoothness of the friction course for mainline traffic lanes will be based, in accordance with 330-9.4.3. The pavement smoothness of e a c h l a n e w i l l b e d e t e r mined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp3300802efa4f1e46ad74c5987e270484e91b3f9.pdf?sfvrsn=b647bfa8_0SP3300802
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown, :Constructasmooth pavement meeting the requirements of this Specification, testing for pavement smoothness of the friction course for mainline traffic lanes will be based, in accordance with 330-9.4.3. The pavement smoothness of e a c h l a n e w i l l b e d e t e r mined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp3300802.pdf?sfvrsn=16295ea6_2SP3300802.impl
a transverse joint by cutting back on the previously placed pavement at a location where the straightedge requirements are met. At the project limits, tie into the adjoining pavement layers as shown, :Constructasmooth pavement meeting the requirements of this Specification, testing for pavement smoothness of the friction course for mainline traffic lanes will be based, in accordance with 330-9.4.3. The pavement smoothness of e a c h l a n e w i l l b e d e t e r mined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/sp3300802.impl.pdf?sfvrsn=610260b8_0E53C3BidTabs
PAVEMENT MARKINGS Project(s): 44410017208(*) N/A Page 1 of 1 01/11/2024 Florida Department, this Contract consists of removal and replacement of pavement markings on various Department, the Contractor is required to have at least three (3) years of experience in the performance of pavement, in "Pavement Markings" will suffice to meet the above requirements. The quantities shown on the Bid, ) : 44410017208 (*) Fed Aid No: PAVEMENT MARKINGS N/A Contract Descr: Unit Price Quantity Line No / Item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/jan04/e53c3bidtabs.pdf?sfvrsn=d039e8f5_1E3Y09BidTabs
0095 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 1,710.000 SY 3.50000 5,985.00 4.50000 7,695.00 8.05000 13,765.50 0100 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH 14,284.000 SY 3.00000 42,852.00 2.50000 35,710.00, 4.00000 16,996.00 6.00000 25,494.00 3.30000 14,021.70 0155 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 2,456.000 EA 5.00000 12,280.00 4.80000 11,788.80 4.35000 10,683.60 0160 0710 11101 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/apr10/e3y09bidtabs.pdf?sfvrsn=1dcb6ec5_1E58F0BidTabs
- PAVEMENT ONLY RESURFACE (FLEX) The improvements under this contract consist of milling, incidental to milling operations and pavement markings along State Road 518 from Sarno Road to west, 3,590.58 59.00000 826.00 231.60000 3,242.40 0080 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2, MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH 94,127.000 SY 2.27000 213,668.29 2.70000, 2,265.00000 18,120.00 2,290.00000 18,320.00 0130 0706 1 3 RAISED PAVEMENT MARKER, TYPE B
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/sept3/e58f0bidtabs.pdf?sfvrsn=d944ba47_12025FDM916DrainStruct
ticks. Include a north arrow and scale. (2) Display proposed limits of pavement, curbs, traffic, , buildings, underground and overhead utilities, walls, curbs, pavements, fences, railroads, bridges
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm916drainstruct.pdf?sfvrsn=1761266d_32026FDM916DrainStruct
to station ticks. Include a north arrow and scale. (2) Display proposed limits of pavement, curbs, traffic, , pavements, fences, railroads, bridges, drainage structures and similar items, as well as streams
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm916drainstruct.pdf?sfvrsn=e57cdf3b_8FDOT Design Manual Redlines
for requirements. 210.2 Lanes Design criteria for lane widths and pavement slopes are given by lane, the on-street parking spaces and the travel lane. 210.2.4 Pavement Cross Slopes For roadways, in Figure 210.2.1 , which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet the requirements shown in Figure, . Figure 210.2.1 Standard Pavement Cross Slopes All Travel Lanes One Direction Notes: (1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/chief-briefs/fdot-design-manual-redlines.pdf?sfvrsn=4cabc2c2_1E6O85
TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 250.000 0102- 89- 1 TEMPORARY CRASH, CONSTRUCTION/DRIVEWAY BASE- OPTIONAL MATERIALS SY 200.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 7,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 3,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 5,000.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,000.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/oct26/e6o85.pdf?sfvrsn=fbde4ce6_1E4X13-R0
PAVEMENT MARKINGS & STRIPING HAND WORK Limits: Midpoint Project(s): 43978147201(*) Federal Aid No: N, , equipment and incidentals necessary to install, remove and replace thermoplastic pavement markings, for this project. •REQUIRED SUBMITTAL WITH BID: Pavement Markings Experience Form 850-070-06 must be submitted, Quantity Section 0001 PAVEMENT SYMBOLS (SF) 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12, WITH BLACK CONTRAST ON CONCRETE PAVEMENT, MESSAGE OR SYMBOL EA 20.000 0711- 17- 1 THERMOPLASTIC
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/nov03/e4x13-r0.pdf?sfvrsn=8a098235_1425-022
" 7 " 2 " Pavement Depression Joint Filler (Typ.) " Preformed 2 1 5'-0" W a l l D e p, III Frame 1 ' - 6 " 4 " (See General Note 1) Type III Manhole Frame 7 " Pavement 3" (Typ.) 10" Ctrs. #5 Bars @ 3" (Typ.) 2 " C l . Pavement See DETAIL "B" #5 Bars (See DETAIL, " " 4 1 4 @ 2 " R 4 3 1 5 " 5 " Pavement 2 " Pavement Superelevated 1'-6" Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-022.pdf?sfvrsn=918d1591_1425-023
" Pavement Depression Joint Filler (Typ.) " Preformed 2 1 5'-0" W a l l D e p t h V, ' - 6 " (See General Note 1) Type III Manhole Frame 7 " Pavement 3" (Typ.) 10" Ctrs. #5 Bars @ 3" (Typ.) 2 " C l . Pavement #5 Bars (See DETAIL "A") 6 " 6 " 2 " 6 " See, " 6" " 2 1 4 @ 2 6 " Pavement 2 " Pavement Superelevated 1'-6" Pavement Transition 2" R
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/425-023.pdf?sfvrsn=da7026a9_1436-001
. 6 " M i n . 6" Min. 6" Min. Channel Pavement Pavement 2'-0" 1'-4" 2'-3" 1'-6" 2'-0" 1'-4" " 4 1 1 4'-0", 6'-0', or 8'-6" Pavement 6" 5 " " 2 1 7 Slope to fit Roadway, Concrete Backfill Concrete Backfill (See Note 4) See Note 3 6 " Driveway Slope to fit Pavement, Channel Pavement Valley Gutter Slope to fit Driveway Pavement Optional Trench 3 3 436-001
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/436-001.pdf?sfvrsn=c74d7152_1