7243 search results for Pavement
E1W16BidTabs
at railroad, sidewalk, drainage, traffic signal detection, and signing and pavement markings, 505.00000 11,110.00 201.86000 4,440.92 0135 0327 70 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG, MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 1,456.000 SY 12.90000 18,782.40 11.00000 16,016.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2023/sep21/e1w16bidtabs.pdf?sfvrsn=84d1d1b7_1BTOC
400-090 Approach Slabs (Flexible Pavement Approaches) 455-012 12'' Square Prestressed Concrete Pile 400-091 Approach Slabs (Rigid Pavement Approaches) 455-014 14'' Square Prestressed Concrete Pile, Profiles 462-002 Post-Tensioning Anchorage Protection Signing, Pavement Markings and Lighting 462-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/btoc.pdf?sfvrsn=2572241b_2RAbbrevations
Treated Permeable Base E.P. or EOP Edge Of Pavement ITS Intelligent Transportation Systems Auxil, RPM Raised Pavement Markers UL Underwriters Laboratories No. Number R/R or RR Railroad UPS, . Specification ----------------- Y ----------------- Pavt. Pavement sq Square Yd. Yard PBR Pedestrian/Bicycle
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/rabbrevations.pdf?sfvrsn=e92119b0_2D3-01-11-24BSN
, curb and flume reconstruction, bridge joint repair for Bridge No. 600100, signing and pavement, , guardrail replacements, drainage improvements, signing and pavement markings, and signalization, SPECIAL DETOUR- TEMPORARY PAVEMENT (44366125201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, GROUP 06 SY 1,489.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 542.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,505.000 0327- 70- 5 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jan11/d3-01-11-24bsn.pdf?sfvrsn=ad8e057_1D3-01-18-24BSN
and flume reconstruction, bridge joint repair for Bridge No. 600100, signing and pavement markings, replacements, drainage improvements, signing and pavement markings, and signalization with strain, - TEMPORARY PAVEMENT (44366125201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 1,489.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 542.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 1,505.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2024/jan18/d3-01-18-24bsn.pdf?sfvrsn=de3b077e_2E8V00BidTabs
preparation, grading, borrow excavation material, miscellaneous asphalt pavement, rip rap, finish soil, ASPHALT PAVEMENT 55.000 TN 280.00000 15,400.00 349.00000 19,195.00 195.00000 10,725.00 0020 0530, 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 55.000 TN 310.00000 17,050.00 400.00000 22,000.00
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/jan09/e8v00bidtabs.pdf?sfvrsn=83627534_1E8U70
STABILIZATION SY 6,031.000 0327- 70- 23 MILLING EXISTING ASPHALT PAVEMENT, 6" AVG DEPTH SY 7.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 0.400 Page 2 Bid Solicitation Notice - Proposal Item, " THICK SY 197.000 0524- 2- 4 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 6" SY 14.000 0570- 1- 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr09/e8u70.pdf?sfvrsn=ccff3dfd_1FE QUALIFICATION REPORT AND CHECKLIST CLEAN 2024 Final
As-Built Pavement data submitted appropriately CPAM 11.4 ☐ ☐ ☐ FORMTEXT (2)Alternative, 8.14) (1)Asphalt pavement Specifications 338 ☐ ☐ ☐ FORMTEXT (2)Concrete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/review-and-admin/fe-qualification-report-and-checklist-clean-2024-final.docx?sfvrsn=6e03bf6d_2FDOT FASP 2043 Abbreviations and Acronyms
– Operations Network April 1, 2024 5 Abbreviations & Acronyms P PCI – Pavement Condition Index PCN – Pavement Classification Number PFAS – Poly-Fluoroalkyl Substances PFC – Passenger Facility Charges, for Florida’s Economy SAPMP – Statewide Airfield Pavement Management Program SEP – Stakeholder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/aviation/fasp-2043-documents/fdot-fasp-2043-abbreviations-and-acronyms.pdf?sfvrsn=bb55df8a_244927615202-CADD-ESTIMATES-QUANTITIES
+60.00 1111+80.00 LT/RT 8779 ... ... ... 4/15/2024 2:37:21 PM Page 2 of 18 Summary of Pavement, +92.09 LT/RT 1855 4/15/2024 2:37:21 PM Page 3 of 18 Summary of Pavement - 449276-1-52-02 Quantity, of Pavement - 449276-1-52-02 Quantity Total Quantity Location Pay Item Number Pay Item Description
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927615202-cadd-estimates-quantities.pdf?sfvrsn=94f5dcac_1E50F4BidTabs
Improvements, Curb & Gutter, Sidewalk, Traffic Signals and Signing/Pavement Markings on SR 527 (Orange Ave, 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 25,813.000 SY 12.50000 322,662.50 5.87000 151,522.31 9.00000 232,317.00 0140 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/jun18/e50f4bidtabs.pdf?sfvrsn=9c535a30_1E57B8BidTabs
, Bike Lane, Sidewalk, Traffic Signals, Signing/Pavement Markings, on SR 15/Conway Road from South, 161.97000 30,936.27 0120 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 41,173.000, 793,604.31 0135 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 0.900 TN 3,330.00000 2,997.00 10,930.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/jun18/e57b8bidtabs.pdf?sfvrsn=c04385bc_11050404MM92V2int
talent; explain how? MM Sec 9.2V2- By not specifying over-design strength for pavement concrete could, ? MM Sec 9.2V2- The update would shift risk to the producer to have the qualified pavement concrete, Sec. 9.2V2- The update would shift risk to the producer to have the qualified pavement concrete mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/review/fy2025-26/internal/1050404mm92v2int.pdf?sfvrsn=9326971f_1DRB Recommendations - District 7
Barrier Wall Payment A 3/11/14 41602617219 E7H16 SR 54 - Method of Repair for Pavement Deficiency, (I-75) Granite Shortage, Replace Pavement Markings, MOT Devices (3 Issues) A 12/27/04 40371315201, w/ Pavement Failures on US 41 R 4/4/03 25480515201 20358 SR 50 & SR 45 - Subsoil Excavation Under
https://www.fdot.gov/construction/constadm/drb/decisions/drb-decisions-d7.shtmD6-09-26-24BSN
: This Contract consists of repair of existing asphalt pavement on various Arterial State Roads in Miami, - OPTIONAL BASE, BASE GROUP 09 SY 10.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 10.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 20.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 8,500.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) EA 250.000 E711- 11-121 THERMOPLASTIC, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/sep26/d6-09-26-24bsn.pdf?sfvrsn=9551de7a_1000-511
vertical curves at all angular profile breaks of the pavement across the gutter on the high side. 2, Inside Travel Lane Inside Lane Line Inside Median Edge Pavement ¡ Construction Outside Median Edge Pavement Outside Lane Line Outside Travel Lane To Curve Center Inside And Outside Are Relative T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/000-511.pdf?sfvrsn=9fc87c56_1Redlines Exhibit 913-3-13
:4 EXCEED NOT TO SHOULDER PAVEMENT TURF 7'-4" SMOOTHNESS CLASS 3 STA. 145+00.00 TO STA. 166, ASPHALT PAVEMENT (2 ¼" DEPTH) CONTEXT CLASSIFICATION = C2 DESIGN SPEED = 60 MPH DESIGN HOUR T = 11, STRUCTURAL COURSE (TRAFFIC E) (1 MILL EXISTING ASPHALT PAVEMENT (2 ¼" DEPTH) OVERBUILD DETAILS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-913-3-13.pdf?sfvrsn=9219e121_1Design Standards eBook FY 2017-18 ERRATA
Ditch Pavement and Sodding Corrected the Filter Fabric Type for concrete in Table 1: Ditch Pavement, Support Deleted Note 6.E 17346RL 3-4 of 17 11/10/16 Pavement Markings Corrected Traffic Separator
https://www.fdot.gov/roadway/ds/18/errata.shtmE6O27
ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,000.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG, ,TRAFFIC C, FC-12.5, PG 76 -22 TN 100.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 20.000 0425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/nov21/e6o27.pdf?sfvrsn=11bd1695_1BTOC
400-090 Approach Slabs (Flexible Pavement Approaches) 455-012 12'' Square Prestressed Concrete Pile 400-091 Approach Slabs (Rigid Pavement Approaches) 455-014 14'' Square Prestressed Concrete Pile, Profiles 462-002 Post-Tensioning Anchorage Protection Signing, Pavement Markings and Lighting 462-003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/btoc.pdf?sfvrsn=c012d331_1