7444 search results for Pavement

20_Drainage_Redlines

20_Drainage_Rulemaking

425-031

and Contents 3 4 Shoulder Pavement Wrap, Barrier Type Examples, and Structure Bottoms Dimensional, ' - 3 " o r 3 ' - 8 " 3 ' - 3 " o r 3 ' - 8 " Edge of Pavement Edge of Pavement Concrete Barrier Concrete Barrier 3'-0" 3 ' - 0 " 3'-0" Shoulder Pavement Shoulder Pavement 4 4 425-031 ADJACENT BARRIER INLET 11/01/20 NOTE:Alt. B Structure Bottom Only. See Index 425-010 ALTERNATE B STRUCTURE BOTTOM ALTERNATE B STRUCTURE BOTTOM SHOULDER PAVEMENT WRAP, BARRIER TYPE

E21L1-R0BidTabs

, ditch pavement, ADA ramps, etc., as listed in the bid items within the state maintained right, ASPHALT PAVEMENT 5.000 TN 1,300.00000 6,500.00 425.00000 2,125.00 650.00000 3,250.00 0025 0425 1205, 59.75000 29,875.00 105.00000 52,500.00 115.00000 57,500.00 0105 0524 1 4 CONCRETE DITCH PAVEMENT, 0524 1 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED 55.000 SY 85.00000 4,675.00 105.00000 5,775.00, 2,500.00 0020 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 5.000 TN 600.00000 3,000.00 625.00000 3,125.00

TP-05-10-24BSN

. The proposed work includes drainage improvements, noise walls, signing and pavement markings, SPECIAL DETOUR- TEMPORARY PAVEMENT (44622315201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, PAVEMENT, 1" AVG DEPTH SY 14,662.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 13,391.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 22,263.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 185,731.000 0327- 70- 12 MILLING EXISTING

425-031

and Contents 3 4 Shoulder Pavement Wrap, Barrier Type Examples, and Structure Bottoms Dimensional, ' - 3 " o r 3 ' - 8 " 3 ' - 3 " o r 3 ' - 8 " Edge of Pavement Edge of Pavement Concrete Barrier Concrete Barrier 3'-0" 3 ' - 0 " 3'-0" Shoulder Pavement Shoulder Pavement 4 4 425-031 ADJACENT BARRIER INLET 11/01/20 NOTE:Alt. B Structure Bottom Only. See Index 425-010 ALTERNATE B STRUCTURE BOTTOM ALTERNATE B STRUCTURE BOTTOM SHOULDER PAVEMENT WRAP, BARRIER TYPE

E21P7-R0BidTabs

pavement markings, messages, and symbols, raised retro-reflective pavement markers, delineators, SIGNS (FORM 850-070-03) MUST BE COMPLETED AND SUBMITTED WITH THE BID. EXPERIENCE IN PAVEMENT, 0425 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 150.000 EA 0430 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 0.400 GM 0435 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL 12.000 EA 0440 0710 11190 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE

2024nov-fri10-STRIDES2Zero

Traffic Services Resources: • Push Button Contracts • Pavement Markings and Signing Contracts (PMS,  Yellow Retroreflective Tape  High Visibility Pavement Markings Skip guidelines markings, Visibility Pavement Markings      Skip guidelines markings       Pedestrian Signals,  Backplates  Signage  Yellow Retroreflective Tape  High Visibility Pavement Markings Skip, Coordination with FDOT Maintenance Office and Palm Beach County: • Refurbishment of Pavement Markings

2024nov-fri10-STRIDES2Zero

Traffic Services Resources: • Push Button Contracts • Pavement Markings and Signing Contracts (PMS,  Yellow Retroreflective Tape  High Visibility Pavement Markings Skip guidelines markings, Visibility Pavement Markings      Skip guidelines markings       Pedestrian Signals,  Backplates  Signage  Yellow Retroreflective Tape  High Visibility Pavement Markings Skip, Coordination with FDOT Maintenance Office and Palm Beach County: • Refurbishment of Pavement Markings

E21T5-R0BidTabs

pavement markings, messages, and symbols, raised retro-reflective pavement markers, delineators, fence, SIGNS (FORM 850-070-03) MUST BE COMPLETED AND SUBMITTED WITH THE BID. EXPERIENCE IN PAVEMENT MARKINGS, TUBULAR 30.000 EA 0420 0705 11 2 DELINEATOR, NON-FLEXIBLE 4.000 EA 0425 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 150.000 EA 0430 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" 0.400 GM 0435 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, MESSAGE OR SYMBOL

20250203_210865-7_SR20_38030

SPALLING LONG CRK=LONGITUDINAL CRACKING SPL=SPALLING TRVCK=TRANSVERRSE CRACKING Pavement Evaluation, r e N u 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, =SPALLING TRVCK=TRANSVERRSE CRACKING CRK=CRACKING Pavement Evaluation Coring and Condition Data Cored, l e P o s t L a n e W h e e l P a t h Pavement Layer Top Date: 3 of 4 Name, 55 56 57 58 59 60 Pavement Evaluation Coring and Condition Data Cored By: Meskel & Associates

E6P51-R0BidTabs

Contract Time: District 6 District: This contract consists of repairing existing asphalt pavement, 1,000.00 0010 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 1,000.000 SY 8.00000 8,000.00 5.00000 5,000.00 10.00000 10,000.00 0015 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1, 1 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) 75.000 EA 4.00000 300.00 12.00000, 5,000.00 100.00000 5,000.00 200.00000 10,000.00 0010 0327 70 1 MILLING EXISTING ASPHALT PAVEMENT

3460200-722impl

in slightly aggressive environments:, Class I (Pavement), and Class II. The quantity of SCMs must, : The classifications of concrete are designated as Class I (Pavement), Class II, Class II (Bridge Deck), Class, Materials Ratio (pounds per pounds) Target Slump Value (inches) I (Pavement) (1) 3,000 0.50 1.5, Classification Extremely Aggressive Moderately Aggressive Slightly Aggressive I (Pavement), II, Frequency Class Concrete (1) LOT Size I (Pavement) According to Section 350 II, II (Bridge Deck

20250408_209831-3_SR100_32040

+/- = Core taken just before/sfter approach/leave slab. Pavement Evaluation Coring and Condition, a t h Pavement Layer C o r e L e n g t h ( i n . ) B a s e T y p e Crack P, e P o s t L 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 Evaluation Coring and Condition Data Cored By: Page NICNEVOL 4/8/2025 Mainline Top, a t h Pavement Layer C o r e L e n g t h B a s e T y p e Crack P a v e m e

E4Y10

, MARTIN, ST LUCIE Road Name: TREASURE COAST PAVEMENT MARKING & SIGNING Limits: Midpoint Project(s, this Contract, consist of, but are not limited to, signing and pavement markings throughout Martin, St. Lucie, - 11 DELINEATOR POST, FURNISH & INSTALL ON EXISTING BASE EA 50.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,200.000 0706- 1-110 RAISED PAVEMENT MARKER, TYPE F INTERNALLY ILLUMINATED EA 200.000 0710- 11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 30.000 0711- 11-102

Polk Draft Tentative WP FY27-31

of Work: RIGID PAVEMENT RECONSTRUCTION Phase Funding Source 2027 2028 2029 2030 2031 Construction, (US 98) TO SADDLE CREEK RD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027, ENT Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031, BLVD Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase Funding Source 2027 2028 2029 2030 2031, S OF SR 540 (WINTER LAKE RD) TO N OF BROOKS ST Type of Work: PAVEMENT ONLY RESURFACE (FLEX) Phase

PCSCN58A

 FLORIDA DEPARTMENT OF TRANSPORTATION 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2026 - 2031, EXTRACTED, 14:52 Monday, February 2, 2026 1 ALL SYSTEM PAVEMENT CONDITION FORECAST PAVEMENT IMPROVEMENT, 8.5 8.7 8.6 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING ( 2.1R) FC125M 2204127 1.567 2.606 C 2011, C 2029 0012 "*" INDICATES PAVEMENT DEFICIENT (ANY RATING ( 2.1R) FC125M 2204127 1.567 2.606 C

Aug2025 QF FINAL Slides

• New CPM Staff Members • Organizational Moves • DCPME Review • Pavement Designs • FY 2026, 0.40 0.40 PAVEMENT ONLY RESURFACE (FLEX) DDD Jul 7 SEMINOLE 506 13 5 441113-2 I-4 (SR 400) AT DARYL, TO SR 50 62 0.21 0.21 PAVEMENT ONLY RESURFACE (FLEX) SMJ Jul 7 ORANGE 506 22 5 450583-1 SR 436 FROM LAKE HOWELL ROAD TO ORANGE COUNTY LINE 62 0.68 0.68 PAVEMENT ONLY RESURFACE (FLEX) BXH Jul 7, 445213-1 SR 518 (EAU GALLIE BLVD) FROM SARNO RD TO WEST OF APOLLO BLVD 62 0.71 0.71 PAVEMENT ONLY

522-002

feet from the back of the curb or edge of pavement. minimum depth of 2 feet measured perpendicular, INDEX A 7'-0" 7'-0" 2'-6" 1 1 ' - 0 " ( S h o w n ) 2 ' - 0 " Pavement) (Grass, . Pavement) (Grass Or Utility Strip SECTION A-A (Type F Curb Shown) 9" For Type E Curb 8" For Type F, ) 2 ' - 0 " Pavement) (Grass Or Utility Strip C 2'-0" Detectable Warnings M i n . 3, AND FLUSH SHOULDER SIDEWALKS E E Varies (1'-6" Max.) (See Section C-C) Pavement Relief

E21E0-R0BidTabs

and replacement of concrete mitered end sections, sidewalks, driveways, curb and gutter, ditch pavement, ADA ramps, ASPHALT PAVEMENT 5.000 TN 0025 0425 1205 INLETS, CURB, TYPE 9, PARTIAL 1.000 EA 0030 0425 1209, CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" 120.000 SY 0110 0524 1 49 CONCRETE DITCH PAVEMENT, 6, 0020 0339 1 MISCELLANEOUS ASPHALT PAVEMENT 5.000 TN 0025 0425 1205 INLETS, CURB, TYPE 9, PARTIAL, 0524 1 4 CONCRETE DITCH PAVEMENT, NON REINFORCED, 6" 120.000 SY 0110 0524 1 49 CONCRETE DITCH