7241 search results for Pavement
D5-12-05-23BSN
, VOLUSIA Road Name: Pavement Markings Limits: Midpoint Project(s): 44410017207(*) Federal Aid, consists of installation and refurbishment of thermoplastic pavement markings and replacement of reflective pavement markings on various sections of roadways in Brevard, Volusia, and Osceola Counties, of experience in the performance of Pavement Markings, or the Project Superintendent must have at least three, of prequalification with the Department in "Pavement Markings" will suffice to meet the above
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2023/dec05/d5-12-05-23bsn.pdf?sfvrsn=2579d0cb_120230918_213560-4_SR8_37120
WAS ENCOUNTERED BUT THICKNESS WAS NOT MEASURED. +/- Indicate Edge of pavement at the leave/approach slab F 2.2, Path Pavement Layer (in.) Base (in.) 1 Crack Pvmt Cond Rut Depth (in.) Median Curbed (Y / N, STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 675-030-09. Materials. 3/13. PAVEMENT EVALUATION, of pavement at the leave/approach slab GRINDING, MODERATE RAVLEING, SPALLING 2.00 B III M P 2.0 0.5 1.3 0.5, No. Milepost Lane Wheel Path Pavement Layer (in.) Base (in.) 1 Crack Pvmt Cond Rut Depth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/37/20230918_213560-4_sr8_37120.pdf?sfvrsn=6b7eb0dc_1E8U72-12-19-24
, traffic signals, signing/pavement markings, overhead signing, lighting, intelligent transportation, CONCRETE PARAPET, PEDESTRIAN/BICYCLE, 27" HEIGHT LF 1,841.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON, - MAINTENANCE OF TRAFFIC (43619415201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43619415201, , BASE GROUP 12 SY 13,205.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 13,573.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 12,032.000 0327- 70- 8 MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/dec19/e8u72.pdf?sfvrsn=a3876dc4_3E8U72-01-17-25
, traffic signals, signing/pavement markings, overhead signing, lighting, intelligent transportation, CONCRETE PARAPET, PEDESTRIAN/BICYCLE, 27" HEIGHT LF 1,841.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON, - MAINTENANCE OF TRAFFIC (43619415201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43619415201, 13,205.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 13,573.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 22,537.000 0327- 70- 8 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jan17/e8u72-01-17-25.pdf?sfvrsn=b5c0c193_1TP-02-13-25BSN
DETOUR- TEMPORARY PAVEMENT (44968715201) LS 1.000 0102- 14- TRAFFIC CONTROL OFFICER HR 7,050.000, 0285-709- OPTIONAL BASE, BASE GROUP 09 SY 1,486.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 35,719.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 67,738.000 0327- 70- 10 MILLING EXISTING ASPHALT PAVEMENT, 5" AVG DEPTH SY 1,324.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 94,503.000 0327- 70- 19 MILLING EXISTING ASPHALT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/feb13/tp-02-13-25bsn.pdf?sfvrsn=a61271df_11100000.orig-2.ind
, existing flexible asphalt pavement, and other facilities necessary to prepare the area for the proposed, , roots, rubbish, debris, existing flexible pavement and base, drainage structures, culverts, pipes, not included under Section 520, 522, and 524, areas where curb, sidewalk, slope pavement, or ditch pavement isare to be removed.Sidewalk, Curb, etc., not included under 520, 522. 5. Any other, , steps, connecting concrete sidewalks or other pavement, septic tanks, and any other appurtenances
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/1100000.orig-2.ind.pdf?sfvrsn=20e6fe55_01100000.orig-2ind
, existing flexible asphalt pavement, and other facilities necessary to prepare the area for the proposed, , roots, rubbish, debris, existing flexible pavement and base, drainage structures, culverts, pipes, not included under Section 520, 522, and 524, areas where curb, sidewalk, slope pavement, or ditch pavement isare to be removed.Sidewalk, Curb, etc., not included under 520, 522. 5. Any other, , steps, connecting concrete sidewalks or other pavement, septic tanks, and any other appurtenances
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/internal/1100000.orig-2ind.pdf?sfvrsn=c650d04a_0TP-01-13-26BSN2
includes pavement widening, milling and resurfacing, reconstruction, maintenance of traffic plan, tolling site, signing, pavement marking improvements, signalization, lighting, ITS communications, 574.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 248.000 0550- 10-333 FENCING, TYPE, (43578635201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43578635201) LS 1.000 0102- 2-300, RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 22,065.000 0102- 89- 1 TEMPORARY CRASH CUSHION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan13/tp-01-13-26bsn2.pdf?sfvrsn=986fd041_1TP-01-27-25BSN
. Construction includes pavement widening, milling and resurfacing, reconstruction, maintenance of traffic, tolling site, signing, pavement marking improvements, signalization, lighting, ITS communications, LF 574.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 248.000 0550- 10-333 FENCING, (43578635201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43578635201) LS 1.000 0102, TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 22,065.000 0102- 89- 1 TEMPORARY CRASH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan27/tp-01-27-25bsn.pdf?sfvrsn=c1f790f7_144893815201-DrainageTechMemo
to Station 441+33 RT. The pond is designed to provide “treatment for untreated pavement in Basins 2, Basin 3, and south side. Concrete ditch pavement will be placed along with rip rap to minimize erosion. The proposed, . These flumes will be connected to the existing ditches with sections of ditch pavement. Appendix A Project, Shoulders Melissa, I would agree that treatment should not be needed for the misc pavement under, on the south side. The misc pavement shouldn’t require treatment and we would just need to demonstrate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25131/44893815201-drainagetechmemo.pdf?sfvrsn=a9ba6939_11100000.FHWA
, existing flexible asphalt pavement, and other facilities necessary to prepare the area for the proposed, , brush, trees, stumps, roots, rubbish, debris, existing flexible pavement and base, drainage, pavement, or ditch pavement isare to be removed.Sidewalk, Curb, etc., not included under 520, 522. 5, , steps, connecting concrete sidewalks or other pavement, septic tanks, and any other appurtenances, operated pavement breakers, by concrete saws, by chipping hammers, or by hydro-demolition methods. Do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/1100000.fhwa.pdf?sfvrsn=4a004357_0D6 09-28-23BSN
1,313.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 112.000 0711- 11-124, " EXIT LANE AT INTERCHANGE ON CONCRETE PAVEMENT GM 0.041 0713-103-103 PERMANENT TAPE, WHITE, SOLID, 100.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 4,000.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC, - MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 10.000 0425- 6- VALVE BOXES
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2023/sep28/d6-09-28-23bsn.pdf?sfvrsn=1c4b4114_1Redlines Exhibit 211-3-to-12
RPMs- Raised Pavement Markers 01/01/2021 EXHIBIT 211-9 6" Solid Yellow Line 6" Solid White Line, ' Skip O.C. - ON CENTER RPMs- RAISED PAVEMENT MARKERS FOR SLIP RAMP INGRESS & EGRESS MANAGED LANES TYPICAL PAVEMENT MARKINGS Plan Index 711-001 (Typ.) Per Standard Pavement Message Plan Index 711-001 (Typ.) Per Standard Pavement Message 5' O.C. Express Llane Markers Buffer Separation, NOT TO SCALE O.C.- On Center RPMs- Raised Pavement Markers 01/01/2021 EXHIBIT 211-10 FOR WEAVE SECTIONS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/redlines-exhibit-211-3-to-12.pdf?sfvrsn=fca999b1_2E53F4BidTabs
/ pavement markings on State Road A1A from S 8th St to N 18th St in Flagler County. PREQUALIFICATION, PAVEMENT, 3 1/2" AVG DEPTH 19,906.000 SY 3.60000 71,661.60 4.00000 79,624.00 3.99000 79,424.94 0135 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 6,409.000 SY 4.70000 30,122.30 4.00000 25,636.00 3.75000 24,033.75 0140 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, 883.20000 1,766.40 1,058.00000 2,116.00 0205 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 692.000 EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/sep04/e53f4bidtabs.pdf?sfvrsn=e24cc582_120240618_210428-6_SR55_34050
BASE CRACK PAVT. COND. CORE NO. MILE POST LANE WHEEL PATH (Y or N) PAVEMENT LAYER, Section: SR 55 (US 19) Lanes: 4 34050000 Name: State of Florida Department of Transportation PAVEMENT, , TRANSVERSE CRACKING, LIGHT RAVELING, 18" FROM WHITE LINE Curb & Gutter (Y / N): N PAVEMENT, State of Florida Department of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET, , SPALLING, TRANSVERSE CRACKING BASE CHECK SLIGHTLY RAVELED Curb & Gutter (Y / N): N PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/34/20240618_210428-6_sr55_34050.pdf?sfvrsn=36032e2c_1E8V47
CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,395.000 0530- 1-100 RIPRAP, SAND-CEMENT BAGS CY, DETOUR- TEMPORARY PAVEMENT (44411115201) LS 1.000 Page 7 Bid Solicitation Notice - Proposal Item, - OPTIONAL BASE, BASE GROUP 13 SY 3,942.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 13,453.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 41,355.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 151,447.000 0327- 70- 12 MILLING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/febru/e8v477ae26e243bfc4fd18b89a98f5767ffbe.pdf?sfvrsn=e81e214b_1E6P15BidTabs
EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 2,000.000 SY 20.00000 40,000.00 20.00000 40,000.00 42.50000 85,000.00 0100 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 500.000 SY 20.00000 10,000.00 25.00000 12,500.00 50.00000 25,000.00 0105 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH 500.000 SY 20.00000 10,000.00 18.00000, 1 MISCELLANEOUS ASPHALT PAVEMENT 10.000 TN 500.00000 5,000.00 2,500.00000 25,000.00 750.00000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2025/feb27/e6p15bidtabs.pdf?sfvrsn=82925a28_1D6-10-30-25BSN
, BASE GROUP 15 SY 50.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,000.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 500.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 500.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4, 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 10.000 0425- 5- MANHOLE, ADJUST EA 5.000 0425- 6- VALVE, - 2 PERFORMANCE TURF, SOD SY 100.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2025/oct30/d6-10-30-25bsn.pdf?sfvrsn=cec85299_1D1-11-06-25BSN
: The Improvements under this Contract consist of Milling and Resurfacing and Pavement Marking along, - 2- MOWING AC 264.560 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,184.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 20,675.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 192.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 383.000 0327- 70- 20 MILLING EXISTING ASPHALT PAVEMENT, 3 3/4" AVG DEPTH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/nov06/d1-11-06-25bsn.pdf?sfvrsn=46ce7164_1E6P79BidTabs
4,500.00 400.00000 20,000.00 150.00000 7,500.00 0095 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 500.000 SY 10.00000 5,000.00 25.00000 12,500.00 20.00000 10,000.00 0105 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, : 0110 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH 500.000 SY 8.00000 4,000.00, 500.00000 15,000.00 1,000.00000 30,000.00 800.00000 24,000.00 0140 0339 1 MISCELLANEOUS ASPHALT PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/bid-tabs/2025/oct30/e6p79bidtabs.pdf?sfvrsn=f0e93d19_1