7241 search results for Pavement
Exhibit 220-1
8 ft, have been omitted for clarity required traffic control devices Some pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-1.pdf?sfvrsn=d21aab55_2Exhibit 220-4
TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT TRACKS ON STOP DO NOT R R 01/01/2026 EXHIBIT 220-4 RAILROAD CROSSING AT URBAN MULTILANE ROADWAY WITH TURN LANE M e d i a n M e d i a n Dimensions not shown for clarity, see Exhibit 220-2. Construction Line (For Reference) RDE Pavement Marking RPM Spacing at 10' Maximum 24" White W10-1 6" Yellow 6" White Bike Lane R8-8 Railroad Gate 24" White Intersections Signalized For Use Near
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-220-4.pdf?sfvrsn=7e49eeb6_220240729_450873-1_SR 572_16011
PAVEMENT 5 0.597 ML R1 Y 2.0 2.9 4.9 3.0 12.0 F SOUTHBOUND, NEW PAVEMENT 6 0.639 ML R1 Y 1.1 1.2, RR N 1.2 3.2 4.4 11.0 12.0 F SOUTHBOUND, NEW PAVEMENT 22 0.597 S OR N 2.0 2.5 4.5 4.5 12.0 F SOUTHBOUND, NEW PAVEMENT 23 0.323 S OL N 1.4 1.4 5.5 12.0 F NORTHBOUND 24 0.030 TL LL Y 1.2 1.6 1.0 0.5, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20240729_450873-1_sr-572_16011.pdf?sfvrsn=239baec9_1Exhibit 913-8
LANES 24' TRAVEL LANES SHOULDER PAVEMENT NATURAL GROUND NATURAL GROUND PAVEMENT DETAIL. SHOULDER SEE 4" 0 . 0 2 SHOULDER PAVEMENT DETAIL 1 : 6 LBR 40 STABILILZATION TYPE B 0 . 0, PAVEMENT SHOULDER 10' 3 . 5 ' 4" FRICTION COURSE 38' AT NO ADDITIONAL COMPENSATION OF OPTIONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/exhibit-913-8.pdf?sfvrsn=cb79f152_2TEO_2026_TEM_Bulletin_25-01
3.8.2 - General and referenced FDM 200.4.1 for guidance. • CHAPTER 4: MARKINGS 4.2 – PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS ▪ Added guidance under Section 4.2.3 - Route Shield Pavement Markings, – (Selection Criteria) Beacons and Signals. ▪ Updated dimensions for the Pedestrian In-Pavement, – (Treatment Options) Pavement Markings. COMMENTARY All revisions in this bulletin will ensure accurate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/trafficservices/studies/tem/tem-2026/teo_2026_tem_bulletin_25-01.pdf?sfvrsn=390c40a4_120251022_432259-5_SR9_72280
LR = 9.1"3.9"B IIIS P Stationing taken off plan provided by RS&H; Pavement change at Sta. 912+52; Asphalt/Concrete pavement change at approx. Sta. 917+18. Pavement Evaluation Coring and Condition, 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, *LRTTLY 3.6 3.6 LR 3.6B II M P 34 and 35 are on Spring Park Rd. Pavement Evaluation Coring, 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 ( i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20251022_432259-5_sr9_72280.pdf?sfvrsn=422d4530_1E6Q14
, regrouting the shear keys between the slab units, restoring the existing asphalt pavement including the pavement markings, as well as replacing the nosing and expansion joints for the entire bridge in Miami, - FLOATING TURBIDITY BARRIER LF 100.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH, NOSING FOR BRIDGE DECK EXPANSION JOINT CF 42.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 20.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2026/jan29/e6q14.pdf?sfvrsn=d13f0384_120201216_442414-1_SR9_72020
Section 72020000 Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 12/14-16/20 Page, e l P 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, Pavement Layer C o r e L e n g t h Pavement Evaluation Coring and Condition Data Cored, 72020000 Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 12/14-16/20 Page, r M i l 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20201216_442414-1_sr9_72020.pdf?sfvrsn=bd8bdd64_120240820_209469-4_SR202_72292
+/- = Core performed just off Approach / Leave Slab Pavement Evaluation Coring and Condition Data, 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 B, a t h Pavement Layer C o r e L e n g t h Pavement Evaluation Coring and Condition Data, 1.7 1.2 2.9 LR F Pavement change 62' Remarks: Pavement Layer Ramp # 72292267: Hodges Blvd to SR202 EB ON Pavement change 1430' Light raveling Pavement change 50' Pavement Layer Ramp
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20240820_209469-4_sr202_72292.pdf?sfvrsn=499108e5_1E8V66
) including roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge, TRAFFIC RAILING- BRIDGE, 36" SINGLE-SLOPE LF 4,954.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON, (44276425201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44276425201) LS 1.000 0102- 2-300, ED 5,582.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 11,897.000, /DRIVEWAY BASE- OPTIONAL MATERIALS SY 2,997.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr15/e8v66.pdf?sfvrsn=a432ae8a_1E21B5
CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 40.000 Page 1 Bid Solicitation Notice - Proposal Item, - TEMPORARY PAVEMENT (44928675201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, Description Unit Quantity 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 2,024.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 810.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 22,389.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/apr16/e21b5.pdf?sfvrsn=5d3cd67_1E21B5-05-21-25
- BRIDGE, 36" SINGLE-SLOPE LF 445.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 40.000, - 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44928675201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY, - OPTIONAL BASE, BASE GROUP 12 SY 5,366.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 2,024.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 810.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 22,389.000 0327- 70- 13 MILLING EXISTING
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d2/lettings/2025/may21/e21b5.pdf?sfvrsn=5dddc17a_5E8V66-04-25-25
) including roadway, drainage, signing and pavement markings, lighting, signalization, ITS, bridge, CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 396.000 0630- 2- 16 CONDUIT, FURNISH & INSTALL, - MAINTENANCE OF TRAFFIC (44276425201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 11,897.000 0102- 89- 1 TEMPORARY CRASH CUSHION, 3,769.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 2,152.000 0327- 70- 12
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/apr25/e8v66-04-25-25.pdf?sfvrsn=540dc70d_1E3X19
(21791095201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (21791095201) LS 1.000 0102- 2-300, /DRIVEWAY BASE- OPTIONAL MATERIALS SY 1,031.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 11,065.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,104.000, 2,435.700 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 13.400 0350- 30- 13 CONCRETE PAVEMENT, 13,588.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 632.000 Page 8 Bid Solicitation Notice - Proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/lettings/2025/jun12/e3x19.pdf?sfvrsn=1fb19577_120240417_450973-1_SR 15-600 (US 17-92)_79040
– – – – – F Take core on newer pavement -- near Ft. Florida Rd.) *core north of traffic loop 7 1.719 4.0 R2, . No: 79040-101 // 79040-000 St. Johns River Bridge State of Florida Department of Transportation PAVEMENT, of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Cross Slope (%) Comments Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F, Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement Project No.: Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/79/20240417_450973-1_sr-15-600-(us-17-92)_79040.pdf?sfvrsn=4ce86fd_1FMPP January 2024 Meeting Summary_final
workshops. o There is a high bar for safety, and are we willing to sacrifice pavement conditions? How, . This provides the official numbers for planning documents. • PM2 Pavement Roads o When FDOT collects pavement condition data, it looks for the following: Crackling Raveling Faulting Roughness Rutting Crackling and Spalling. o These measures ensure safe roads and good pavement conditions and avoid expensive repairs. o Laser Crack Measurement System is used to complete pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/planning/policy/metrosupport/fmpp/2024_1-january/fmpp-january-2024-meeting-summary_final.pdf?sfvrsn=217f6424_1117eBook_SS_DLH
Pavement ........................................... 210 BASE COURSES 200 Rock Base, Reclaimed Asphalt Pavement Base, ..................................................................................................... 246 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack, .............................................. 252 327 Milling of Existing Asphalt Pavement, ......................................................................... 297 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook_ss_dlh.pdf?sfvrsn=26faa05d_0117eBook
Pavement ........................................... 210 BASE COURSES 200 Rock Base, Reclaimed Asphalt Pavement Base, ..................................................................................................... 246 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack, .............................................. 252 327 Milling of Existing Asphalt Pavement, ......................................................................... 297 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook.pdf?sfvrsn=bb783e70_0E1W92BidTabs
and resurfacing, pavement markings, curb and gutter, sidewalk, and signalization on SR 90 from N, 3,241.98 1,163.32000 3,489.96 125.00000 375.00 0129 0327 70 2 MILLING EXISTING ASPHALT PAVEMENT, 3, 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 173,572.000 SY 2.85000 494,680.20, 3.10000 37,999.80 0185 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 4,313.000 EA 5.40000 23,290.20 5.82000 25,101.66 4.50000 19,408.50 0190 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2024/dec05/e1w92bidtabs.pdf?sfvrsn=df9c4e27_1