7243 search results for Pavement
D5-06-04-24BSN
of sidewalk and concrete ditch pavement; installation of drainage structures and pipe; and removing, Reconstruction, Milling & Resurfacing, Drainage Improvements, Rigid Pavement Construction, Sidewalk, Gravity Wall, Utility Construction, Signing & Pavement Markings, Lighting and Intelligent Transportation, - MAINTENANCE OF TRAFFIC (43847815201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43847815201, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,170.000 0327- 70- 19 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/jun04/d5-06-04-24bsn.pdf?sfvrsn=72c356db_2521-611
transitions : 12. Junction slabs with rigid pavement: the two inch increase in concrete barrier height is not required. Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches) 11. The following Indexes contain details, Barrier. See Typical Sections on Sheets 2 and 3 for details. 8. Shoulder or Roadway Pavement is required, e c a s t C o n c r e t e B a r r i e r Pavement (See Notes 3 & 4) Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-611.pdf?sfvrsn=dc45cec6_1521-610
. Junction slabs with rigid pavement: the two inch increase in concrete barrier height is not required. Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches) 11. The following Indexes contain details of the intersection of the retaining, on Sheets 2 and 3 for details. 8. Shoulder or Roadway Pavement is required on top of the junction slab, r Pavement (See Notes 3 & 4) Shoulder or Roadway Overbuild Type SP NOTES: surface for all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/521-610.pdf?sfvrsn=fecd8620_1431311-1_RRR(2016)MP17.208-19.155_PLANS
AND PAVEMENT MARKING PLANS ROADWAY PLANS PROJECT LOCATION KAREN VAN DEN AVONT, P.E. 44794 ORLANDO, FL, SIGNALIZATION PLANS A SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS 10/8/2015 STomkins H:\08.104\23, S-5 S-4 S-2 - S-3 S-1 SHEET NO. SIGNING AND PAVEMENT MARKING PLANS SUBSURFACE UTILITY DATA, AND PAVEMENT GENERAL NOTES TABULATION OF QUANTITIES KEY SHEET SHEET DESCRIPTION BARTOW, FL, DETAIL RESURFACING MILLING AND � SURVEY SR 45 MILLING PAVEMENT FOR DEPTH (3.5") MILL EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26105/431311-1_rrr(2016)mp17-208-19-155_plans.pdf?sfvrsn=11ec1f8b_1D3-03-13-25BSN
) LS 1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 9.000 0918-712-100 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, SOLID 6" GM 0.058 0918-712-110 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, YELLOW, SOLID 6" GM 0.058 0918-712-120 INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS, WHITE, 10-30 SKIP 6" GM 0.058 0918-712-130 INTEGRATED MULTI-POLYMER PAVEMENT, DETOUR- TEMPORARY PAVEMENT (44778815201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/mar13/d3-03-13-25bsn.pdf?sfvrsn=5d70b948_1TP-05-13-25BSN2
of Becker Road on Florida's Turnpike (State Road 91). Major work includes bridge replacement, pavement, , signing and pavement marking, intelligent transportation systems (ITS), drainage, and lighting, PAVEMENT (44852415201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44852415201) LS, EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 929.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,040.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/tp-05-13-25bsn2.pdf?sfvrsn=27663455_115_Traffic_Calming_Redlines
signing, pavement markings, and channelization is in accordance with the Manual on Uniform Traffic, in 5 mph increments. Crosswalks – Standard crosswalks marked only with signs and pavement markings, hydrants or mailboxes. Information on signing and pavement markings for vertical deflections can, . They generally do not create problems for bicyclists and motorcyclists. Because pavement area, or Bulb-outs Realignment of curb at intersection or mid-point of a block to decrease pavement width
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/15_traffic_calming_redlines.pdf?sfvrsn=906f4a21_515_Traffic_Calming_Rulemaking
of the traffic calming design and implementation. • Make certain that all signing, pavement, crosswalks marked only with signs and pavement markings do not affect motorists’ speeds and should, on signing and pavement markings for vertical deflections can be found in the MUTCD Manual, . They generally do not create problems for bicyclists and motorcyclists. Because pavement area is usually, pavement width. See Figure 15 - 5 . Visually and physically narrows the roadway, shortens
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/15_traffic_calming_rulemaking.pdf?sfvrsn=a0271aae_1521-610
. Junction slabs with rigid pavement: the two inch increase in concrete barrier height is not required. Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches) 11. The following Indexes contain details of the intersection of the retaining, on Sheets 2 and 3 for details. 8. Shoulder or Roadway Pavement is required on top of the junction slab, Pavement (See Notes 3 & 4) Shoulder or Roadway Overbuild Type SP NOTES: surface for all pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-610.pdf?sfvrsn=c3b5c2ad_1521-611
transitions : 12. Junction slabs with rigid pavement: the two inch increase in concrete barrier height is not required. Index 400-091 - Approach Slabs (Rigid Pavement Approaches) Index 400-090 - Approach Slabs (Flexible Pavement Approaches) 11. The following Indexes contain details, Barrier. See Typical Sections on Sheets 2 and 3 for details. 8. Shoulder or Roadway Pavement is required, e c a s t C o n c r e t e B a r r i e r Pavement (See Notes 3 & 4) Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/521-611.pdf?sfvrsn=9e2e0b43_1FY2026-27RevisionLog
BARRIER INLET detail; Changed "Edge of Pavement" callout to "Edge of Traveled Way"; Added Barrier Gutter, ; Changed "Edge of Pavement" callout to "Edge of Traveled Way"; Added Slope Break (Typ. as Required, TRANSITION" detail to "SUPERELEVATION - HIGH SIDE LOCATON" in the "SHOULDER PAVEMENT WARP" details; Renamed "SHOULDER PAVEMENT WARP" details to "SHOULDER PAVEMENT TRANSITIONS". 430-030 Sheet 2: Added, all ditch pavement except for miscellaneous asphalt.” Sheet 2: Update the geotextile type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/fy2026-27revisionlog.pdf?sfvrsn=9a9c25fb_1TP-12-19-25BSN
reconstruction and lighting, signing, pavement marking, traffic signals and Intelligent Transportation, - MAINTENANCE OF TRAFFIC (43546145201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43546145201, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 16,005.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 29,072.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 12,238.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 4,632.000 0327- 70
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/dec19/tp-12-19-25bsn.pdf?sfvrsn=546f4e73_1D2-11-19-25BSN
- 71- REINFORCEMENT GRID FOR SOIL STABILIZATION SY 25.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN, CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" SY 900.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6, and dispose of Fabric formed concrete slope pavement, earth work, sidewalk repair & sodding in areas, : The Improvements under this Contract consist of construction of concrete pavement, base work, drainage, PLAIN CEMENT CONCRETE PAVEMENT, 11" SY 21,836.000 0350- 3- 14 PLAIN CEMENT CONCRETE PAVEMENT, 12.5" SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/nov19/d2-11-19-25bsn.pdf?sfvrsn=892893bd_3E8W48BidTabs
ponds, Coral Ridge Drive interchange reconstruction and lighting, signing, pavement marking, traffic, 1,050,000.00000 1,050,000.00 0155 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 43546145201 (112404.000, EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH 16,005.000 SY 6.00000 96,030.00 5.00000 80,025.00 6.18000 98,910.90 0395 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 29,072.000 SY, PAVEMENT, 1 1/2" AVG DEPTH 12,238.000 SY 6.00000 73,428.00 5.00000 61,190.00 6.18000 75,630.84
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/dec19/e8w48bidtabs.pdf?sfvrsn=7f9e34f1_1MASTER - D1 CAP FY25_FINAL
when tasks are delayed • Pavement cores need 90-day turnaround • Positive float belongs, – Signing and pavement marking – Signalization – Drainage • Issues and concerns – Safety, will include – 3D Survey – Widening and Realignment – Signing and pavement marking, will include – 3D Survey – Resurfacing – Signing and pavement marking – Miscellaneous work, – Resurfacing – Signing and pavement marking – Miscellaneous work to be performed • Issues
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/cap-presentation/master---d1-cap-fy25_final.pdf?sfvrsn=a5d0ddc5_1D1 ACTIVE CONSTRUCTION PROJECTS
- PAVEMENT ONLY RESURFACE (FLEX) E1V22 44620615201 N/A Heartland Operations Center SR 64 FROM W, Operations Center SR 37 FROM SR 62 TO POLK COUNTY LINE - PAVEMENT ONLY RESURFA CE (FLEX) E1W13, Center SR 70 FROM TURNER AVE TO E OF FORD DEALERSHIP - PAVEMENT ONL Y RESURFACE (FLEX) E1W21, CREEK - RESURFACING E1W61 44911515201 N/A SR 45 (USB 41) FROM 26TH ST W TO SR 55 - PAVEMENT ONLY, D123074B SR 700/35 (US 98) FROM S OF GRIFFIN RD (CR 582) TO SHARON DR - FLEXIBLE PAVEMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/districtoffices/d1web/contracting/activeprojectslist/d1-active-construction-projects.pdf?sfvrsn=48d3f52d_52D1-01-16-25BSN
ASPHALT PAVEMENT TN 10.000 0515- 1- 2 PIPE HANDRAIL - GUIDERAIL, ALUMINUM LF 40.000 0515- 2-111, Inspection, Cleaning, Repair and Ditch Pavement Repairs Limits: Midpoint Project(s): 43272927214, , Repair and Ditch Pavement Repairs Call Order: 005 Proposal: E1X59-R0 ALT Item Description Unit, - LIMEROCK-NEW MATERIAL FOR REWORKING BASE CY 50.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN, 1.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 25.000 0524- 1- 4 CONCRETE DITCH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/jan16/d1-01-16-25bsn.pdf?sfvrsn=c1ef144a_1PublicHearing_VOLUSIA COUNTY_Summary_2027_2031
of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031 Construction, ) FROM US 1 TO HERBERT ST. Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028, 15/600 (US 17/92) FROM ST JOHN'S RIVER BRIDGE TO N OF SAXON BLVD Type of Work: PAVEMENT ONLY, OF WISCONSIN AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031, AVE TO VOLUSIA AVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fdot-d5-work-program-reports/fdot-work-program-public-hearing-reports-past-years/publichearing_volusia-county_summary_2027_2031.pdf?sfvrsn=f2cfbb8a_12026-27-Update-Training
Walls and Sand Filters), Sign Supports 2)Ryan Gray –Standard Plans Specialist • Pavement Markings, Plans Standard Plans –Primary Updates: 1)Index 706-001 Typical Placement of Raised Pavement, RPMs within the arrow to match the rest of the RPMs. 2)Index 711-001 Pavement Markings • Sheet 7, ; CLARIFIED edge of pavement details; Updated wrong-way arrows to match 706-001. • Sheet 7: Updated, Pavement Markers Sheet 2: Removed RPMs from Wheel Path in Wrong-Way Arrow • Removed two RPMs from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/training/2026-27-update-training.pdf?sfvrsn=b8fda28d_144927515201-ESTIMATES-QUANTITIES_Phase IV - Rev
700 ALL 0704 1 4 Tubular Marker, 36" Yellow Post EA 38 38 0706 1 3 Raised Pavement Marker, Type B EA 5703 5703 0710 11 101 Painted Pavement Markings, Standard, White, Solid, 6" GM 17.9010 17.901 0710 11 102 Painted Pavement Markings, Standard, White, Solid for Interchange and Urban Island, 8" GM 0.7670 0.767 0710 11 123 Painted Pavement Markings, Standard, White, Solid for Crosswalk and Roundabout, 12" LF 3308.0 3308 0710 11 124 Painted Pavement Markings, Standard, White, Solid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25136/44927515201-estimates-quantities_phase-iv---rev.pdf?sfvrsn=c2b2250_1