7444 search results for Pavement

400-090

PAVEMENT APPROACHES) 11/01/22 1 2 400-090 of Bent Cap (Flat Slab Bridge) or Girder Bridge) or Edge Back, flexible pavement Edge adjacent to of bridge angle at end Ø Match skew Permitted Construction Joint, (Coping) pavement to flexible Edge adjacent (Typ.) 2" Cover (See Note 10) Optional Base Detail, type used on the roadway. 7. Continue the asphalt pavement over the approach slab and match, SHEET INDEX APPROACH SLABS (30 FT.) (FLEXIBLE PAVEMENT APPROACHES) 11/01/24 2 2 400-090 Shape

HENDRY COUNTY DTWP FY 26-30

: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code 2026 2027 2028 2029 2030 Construction ACNP $7,963,695, 450671-1 - SR 25 (US 27) AT FLAGPOLE RD Type of Work: RIGID PAVEMENT RECONSTRUCTION Phase Fund Code, DRIVE Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, TO SOUTH OF SR80 Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Fund Code 2026 2027 2028 2029 2030, COUNTY Modal Development: Aviation 453786-1 - AIRGLADES AIRPORT REHAB PARALLEL TAXIWAY PAVEMENT

E8V33-02-13-25

improvements/replacements, toll site equipment construction, lighting, signing, pavement markings, 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 259.000 0530- 3- 4 RIPRAP, RUBBLE, F&I, 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (40614385201) LS 1.000 0102- 14- TRAFFIC CONTROL, PAVEMENT, 1 1/2" AVG DEPTH SY 25,222.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN, ASPHALT PAVEMENT TN 363.300 0400- 0- 11 CONCRETE CLASS NS, GRAVITY WALL INDEX 400-011 CY 272.100

E8V68BidTabs

2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 45211615201 (3726.000) SY (LS) 165,000.00000 165,000.00, 0180 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 7,971.000 SY 10.30000 82,101.30 3.50000 27,898.50 5.00000 39,855.00 0185 0327 70 12 MILLING EXISTING ASPHALT PAVEMENT, 1, MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH 861.000 SY 16.10000 13,862.10 5.50000, MISCELLANEOUS ASPHALT PAVEMENT 36.800 TN 1,215.00000 44,712.00 704.00000 25,907.20 268.61000

2024 District Six Letting and Project Information

Prequalification is not required Pavement Marking Form 850-070-06 MUST BE submitted with your Bid, Work Type Addendum E6P40-R0 Miami-Dade Repair of Asphalt Pavement Prequalification is not required (Experience form in asphalt paving required) E6P41-R0 Miami-Dade Repair of Asphalt Pavement, Miami-Dade Apply Thermoplastic and Permanent Tape Pavement Markings Prequalification is not required (Experience form in Pavement Markings) November 21, 2024 Important

TP-05-13-25BSN3

. These improvements consist of pavement reconstruction, guardrail, sidewalk, retaining wall and curb ramps, , 27" HEIGHT LF 482.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 1,297.000 0550, DETOUR- TEMPORARY PAVEMENT (45208015201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 5,125.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 8,730.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,386.000 0327- 70- 19 MILLING EXISTING ASPHALT

1020921.origind

12 hours after notification. 102-13.19 Work Zone Pavement Markings: Price and payment will be full, to supplement line markings will be paid for under temporary retroreflective pavement markers. Install, Retroreflective Pavement Markers - each. Item No. 102- 81- Temporary Crash Cushion, Gating - per, No. 102- X- Temporary Traffic Signal – per each per day. Item No. 710- Painted Pavement Markings. Item No. 711- Thermoplastic Pavement Markings

9850200.FHWA

Pavement (Rubble Riprap) without bedding stone 281 D-2 Revetment (Standard) Articulating Block Gabions 281 Rock, Rubble, and Broken Concrete with bedding stone Ditch Pavement (Rubble Riprap, (Culvert) 280 Concrete Pavement Subdrainage 287 Joint Cover for Mechanically Stabilized Retaining Wall D-4/6 Slope Pavement Ditch Pavement (Sand-Cement Riprap or Concrete) 281 D-5 Separation

9850200.FHWA2

Applications Geotextile Type Description Design Standards Index No. Ditch Pavement (Rubble Riprap, , and Broken Concrete with bedding stone Ditch Pavement (Rubble Riprap) with bedding stone 281 Joint, Underdrain 286 French Drain 285 Sheet Piling Filter Filter Fabric Jacket (Culvert) 280 Concrete Pavement Subdrainage 287 Joint Cover for Mechanically Stabilized Retaining Wall D-4/6 Slope Pavement Ditch Pavement (Sand-Cement Riprap or Concrete) 281 D-5 Separation GeotextileMechanically Stabilized

D005011e.do

inches Misc. Asph. Pavt. In Absence of Other Pavt’. – Notation and outline of pavement deleted. Index, LANE WITH SHOULDER GUTTER’ and ‘DECELARATION LANE WITH SHOULDER GUTTER’ – Shoulder pavement width 4, ’ AND ‘DECELARATION LANE WITHOUT SHOULDER GUTTER’ – Shoulder pavement width 6’ deleted and width 10, PAVEMENT MARKERS’, Note 3 – Substitute “white” for “colorless” and “yellow” for “amber”. ‘TYPICAL PLACEMENT OF REFLECTIVE PAVEMENT MARKERS IN LIEU OF TEMPORARY TAPE OR PAINT IN WORK ZONES’ – Notations

3530000.resp

 3530000 CONCRETE PAVEMENT SLAB REPLACEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW John, are cracks designed to occur at specific locations based on the pavement design. All other cracks in the pavement are uncontrolled cracks. Repair uncontrolled cracked slabs, which occur during the life of the Contract, by removing and replacing the pavement across the full width of all affected lanes, slab at no expense to the Department. Repair by removing and replacing the pavement across the full

3530000.comm

 3530000 CONCRETE PAVEMENT SLAB REPLACEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW John Westphal (850) 414-4141 john.westphal@dot.state.fl.us Comments: (11-24-15) Multiple instances within, at specific locations based on the pavement design. All other cracks in the pavement are uncontrolled, and replacing the pavement across the full width of all affected lanes or shoulders, to the Department. Repair by removing and replacing the pavement across the full width of all affected lanes

521-512

to form joints. Preformed Bond Breakers ** Stay-In-Place Plastic M i n . Roadway Pavement, or Roadway Pavement is required on top of the junction slab for sides of retaining wall. 7. Provide, Stirrup (See Note 4) Bars 5S1 2 ' - 3 " Pavement (See Note 5 & 6) Shoulder or Roadway Barrier, drawings for approval 6. See Roadway Plans for asphalt shoulder, roadway pavement and overbuild, a match finished grade. 5. For Rigid Pavement (Concrete), Junction Slab may be thickened to 4. See

FL Transportation Trends and Conditions

% 90% 85% 80% 75% 70% 2021 2022 2023 2024 Bridge Target Bridge Target Pavement Target Pavement Target Bridge Pavement % o f S t a t e F a c i l i t i e s M e e t i n g F D O T S t a n d a r d s Bridge & Pavement Conditions Exceeding Standards Fatal, reclaimed asphalt pavement mixture to conserve natural resources and make efficient use

2025 District Six Letting and Project Information

Repair / Rehabilitation Prequalification is required E6P60 Miami-Dade Pavement Resurfacing (FLEX, Prequalification is required E6P92-R0 Miami-Dade Thermoplastic Pavement Markings Prequalification is not required Experience in Pavement Markings (Form #850-070-06)MUST be submitted with the bid as an attachment, . E6P95-R0 Miami-Dade Thermoplastic Pavement Stripes & Markings Prequalification is not required. Experience in Pavement Markings (Form #850-070-06) MUST be submitted with the bid as an attachment

E6P87ScopeOfServices

, but not limited to, Mechanical Asphalt Repair, Concrete Pavement Repair, Repair or Replacement, the required routine maintenance to maintain the pavement and the drainage system in good, : Maintenance Type Threshold Site Definition Pavement Mechanical Asphalt Repair 75 Tons/Site A site, of the roadway For undivided roadways – a mile of the typical section of the roadway Concrete Pavement

FDOT MPO Handbook

2024FDM901SeqOfPlans

Plans Set in the following order: (1) Roadway (2) Signing and Pavement Marking (3) Signalization (4, constraints or problems (6) Document off-site and pavement drainage constraints, such as flood plain, Signing and Pavement Marking Plans P C F Signalization Plans P C F Intelligent Transportation System, • Retaining walls (cast in place, proprietary, or temporary) if required SIGNING AND PAVEMENT MARKING, • Pavement markings • Sign locations • Applicable pay items SIGNING AND PAVEMENT MARKING PLANS - SIGN

2024FDM901SeqOfPlans

Plans Set in the following order: (1) Roadway (2) Signing and Pavement Marking (3) Signalization (4, identification of design constraints or problems (6) Document off-site and pavement drainage constraints, F Miscellaneous Structures P C F Component Plans Set Signing and Pavement Marking Plans P C F, in place, proprietary, or temporary) if required SIGNING AND PAVEMENT MARKING PLANS - PLAN SHEETS, • Station equations • Conflicting utilities, lighting, and drainage • Pavement markings • Sign

2025FDM901SeqOfPlans

Set in the following order: (1) Roadway (2) Signing and Pavement Marking (3) Signalization (4, a basis for early identification of design constraints or problems. (6) Document off-site and pavement, Structures P C F Component Plans Sets Signing and Pavement Marking Plans P C F Signalization Plans P, ) if required SIGNING AND PAVEMENT MARKING PLANS - PLAN SHEETS • North arrow and scale • Basic, utilities, lighting, and drainage • Pavement markings • Sign locations • Applicable pay items