7444 search results for Pavement
D3-04-10-25BSN
- OPTIONAL BASE, BASE GROUP 06 SY 34.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 1,710.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 20,538.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 14,284.000 0334- 1- 12 SUPERPAVE ASPHALTIC, PERFORMANCE TURF, SOD SY 4,249.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 2,456.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 3.096 0710- 11-123 PAINTED PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/apr10/d3-04-10-25bsn.pdf?sfvrsn=b5091733_12024FDM213ModRoundabout
and conflict points. Provide roundabout designs that are simplistic and have pavement widths based, of the intersection should be as flat as practical to allow the circulatory roadway pavement to slope, or pavement marking tends to lead vehicles from the left-hand circulatory lane into the right-hand exit lane, by the red arrows. Also shown in the figure is the required spiral transition pavement marking, path; i.e., drivers will run over striping and use all available pavement. Fastest path movements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2024/2024fdm213modroundabout.pdf?sfvrsn=1b71186a_2E21C3-R0BidTabs
, driveways, curb and gutter, ditch pavement, ADA ramps etc., as listed in the bid items within state, 3,150.00 65.00000 1,950.00 70.00000 2,100.00 0020 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 10.000 TN, PAVEMENT, NON REINFORCED, 6" 200.000 SY 85.00000 17,000.00 120.00000 24,000.00 145.00000 29,000.00 0060 0524 1 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED 20.000 SY 95.00000 1,900.00 120.00000, 1,500.00 0020 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 10.000 TN 200.00000 2,000.00 500.00000 5,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/bid-tabs/2024/feb14/e21c3-r0bidtabs.pdf?sfvrsn=628e7892_1E51F2
, signalization, signing and pavement markings, and other incidental construction at SR 5 (US-1) and Cidco, MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 6,967.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 468.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP LINE OR CROSSWALK, 24" LF, AS 4.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 97.000 0710- 11-290 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/apr02/e51f2.pdf?sfvrsn=76591e48_120210722_210565-3_SR115_74070
=6.7 F 200.800 L1 I 1.7 1.8 0.7 0.8 5.0 LR 1.7B II M P 2.458: small patch in L1 Pavement, 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 C o r, , shoving, grinding curve, shoving, separated at 1.5" grinding, separated at 1.7" Remarks:pavement, a n e W h e e l P a t h Pavement Layer C o r e L e n g t h Pavement, 474.493RTON 1.5 1.4 2.9 LR F 481.989LTO N 1.4 1.7 3.1 LR F Pavement Evaluation Coring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20210722_210565-3_sr115_74070.pdf?sfvrsn=a9f9b848_1D5-09-04-24BSN
pavement markings restoration. Experience: For this Contract the Contractor is required to have, EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 750.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,250.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 1,600.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,500.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 1,350.000 0327- 70- 11 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/sep04/d5-09-04-24bsn.pdf?sfvrsn=8b6f0fa7_1D2-01-15-25BSN
/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 1,802.000 0102- 99- PORTABLE CHANGEABLE MESSAGE SIGN, 1.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 398,022.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 10,069.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 213.000 0337- 7- 83 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-12.5, PG, 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,802.000 0710- 11-101 PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/jan15/d2-01-15-25bsn.pdf?sfvrsn=c1f37615_1E4X35
), asphalt (milling, resurfacing), pavement markings (removable tape, RPM, painted, thermoplastic, PAVEMENT, 1 1/4" AVG DEPTH SY 691.000 0337- 7- 82 ASPHALT CONCRETE FRICTION COURSE,TRAFFIC C, FC-9.5, SITE INDUCTIVE LOOP ASSEMBLY, FURNISH & INSTALL, 1 LOOP EA 8.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 207.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 0.019 0710- 11-201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" GM 0.040 0999- 16- PARTNERING, DO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/apr04/e4x35.pdf?sfvrsn=f2b3f0fb_1Maintenance Specifications - FY 2025-26
Maintenance Contracts including Edging. REMOVAL OF FLEXIBLE PAVEMENT.(REV 3-9-18) (FY 2025-26) SPM1107000 Maintenance Contracts including the Removal of Flexible Pavement. ROADSIDE DITCH OR CANAL, including Concrete Sidewalk. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (FY 2025-26) SPM5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV 12-16-24, PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 6-23-21) (FY 2025-26) SPM7060100 Maintenance Contracts
https://www.fdot.gov/programmanagement/maintenance/fy-2025-26/maintenance-specifications---fy-2025-26Maintenance Specifications - July 2017
Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (7-17) SP5240100 Maintenance Jobs, Contracts that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS, ) SS1103200 Maintenance Contracts including Edging and Sweeping. 110-70 REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (7-17) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50, REMOVAL OF EXISTING PAINTED PAVEMENT MARKINGS.(REV 10-5-15)(7-17) SS7107000 Maintenance Contracts
https://www.fdot.gov/programmanagement/maintenance/2017jul/default.shtmMaintenance Specifications - January 2016
Contract with Concrete Gutter, Curb Elements and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT, and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 9-28-15) (1-16, Edging and Sweeping. 110-70 REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (1-16) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50 ROADSIDE DITCH OR CANAL CLEANING AND GRADING, . 710-70 REMOVAL OF EXISTING PAINTED PAVEMENT MARKINGS.(REV 10-5-15)(1-16) SS7107000 Maintenance Contracts
https://www.fdot.gov/programmanagement/maintenance/2016jan/default.shtmMaintenance Specifications - July 2016
Gutter, Curb Elements and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15, RETRO-REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 9-28-15) (7-16) SP7060100 Maintenance, REMOVAL OF FLEXIBLE PAVEMENT.(REV 8-1-13) (7-16) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement. 120-50 ROADSIDE DITCH OR CANAL CLEANING AND GRADING.(REV 10-1-15) (7-16, PAINTED PAVEMENT MARKINGS.(REV 10-5-15)(7-16) SS7107000 Maintenance Contracts including the removal
https://www.fdot.gov/programmanagement/maintenance/2016jul/default.shtmMaintenance Specifications - January 2017
and Traffic Separators. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (1-17) SP5240100, Maintenance Contracts that include Object Markers and Delineators. RAISED RETRO-REFLECTIVE PAVEMENT, PAVEMENT.(REV 8-1-13) (1-17) SS1107000 Maintenance Contracts including the Removal of Flexible Pavement, . 710-70 REMOVAL OF EXISTING PAINTED PAVEMENT MARKINGS.(REV 10-5-15)(1-17) SS7107000 Maintenance Contracts including the removal of Existing Painted Pavement Markings. 711-70 REMOVAL OF EXISTING
https://www.fdot.gov/programmanagement/maintenance/2017jan/default.shtmMaintenance Specifications - FY 2024-25
) SPM1103200 Maintenance Contracts including Edging. REMOVAL OF FLEXIBLE PAVEMENT.(REV 3-9-18) (FY 2024-25) SPM1107000 Maintenance Contracts including the Removal of Flexible Pavement. ROADSIDE DITCH, Contracts including Concrete Sidewalk. CONCRETE DITCH AND SLOPE PAVEMENT - REPAIR.(REV 1-28-15) (FY 2024-25) SPM5240100 Maintenance Contracts with Ditch and Slope Pavement Repair. DETECTABLE WARNINGS.(REV, PAVEMENT MARKERS AND BITUMINOUS ADHESIVE.(REV 6-23-21) (FY 2024-25) SPM7060100 Maintenance Contracts
https://www.fdot.gov/programmanagement/maintenance/fy-2024-25/maintenance-specifications---fy-2024-25E6P23BidTabs
as Lump Sum 0001 Roadway SECTION: 0115 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, RAISED PAVEMENT MARKER, TYPE B 1,257.000 EA 4.72000 5,933.04 4.00000 5,028.00 4.80000 6,033.60 0270 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 1.663 GM 1,246.08000 2,072.23 1,550.00000 2,577.65 1,275.00000 2,120.33 0275 0710 11102 PAINTED PAVEMENT MARKINGS, STANDARD, 122.54 1,275.00000 80.33 0280 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2024/mar28/e6p23bidtabs.pdf?sfvrsn=742b5275_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_1