7241 search results for Pavement
1100201-122origind
for concrete pavement and to add base and edgedrains to the list of ancillary items. Please share, pavement and base, drainage structures, culverts, and pipes. Remove all other obstructions resting, over an existing road, remove asphalt pavement and base in accordance with 120-4.2 and the Plans, and dispose of existing rigid pPortland cement concrete pavement, sidewalk, slope pavement, ditch pavement, curb, and curb and gutter, etc., where shown in the Plans. Remove all gravity walls, noise
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/1100201-122origind.pdf?sfvrsn=5fb6178e_29700000.impl
970 MATERIALS FOR RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE (REV 10-31-17) (FA 1-17-18) (7-18) SECTION 970 is deleted and the following substituted: 970-1 Raised Pavement Markers (RPMs, Intensity: Class B retroreflective pavement markers shall retain a minimum coefficient of luminous, for a minimum of one month. 970-2.2.4 Adhesion: Provide tabs that adhere to the pavement such that no tab, of the Class B marker in accordance with ASTM D4280. 970-4 Bituminous Adhesive for Class B Raised Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9700000.impl.pdf?sfvrsn=94607c36_05241000.origind
Pavement. In accordance with Specification Development Procedures, we are sending you a copy, AND SLOPE PAVEMENT. (REV 5-5-16) ARTICLE 524-10 is deleted and the following substituted: 524-10, . For repairs and replacements, removal of the existing concrete ditch or slope pavement will be included in the cost of new concrete ditch or slope pavement. Payment will be made under: Item No. 524- 1- Concrete Ditch Pavement - per square yard. Item No. 524- 2- Concrete Slope Pavement - per square
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/5241000.origind.pdf?sfvrsn=fe8ef0da_03530000.comm
3530000 CONCRETE PAVEMENT SLAB REPLACEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Heidi Solaun 305-640-7443 heidi.solaun@dot.state.fl.us Comments: (6-4-15) The rigid pavement design calls, compressive strength of 4000 psi for concrete pavement. I do not know if the pavement design manual will change. The specs are in conflict with the rigid pavement design manual. Response, requires 4000 psi for Class I pavement? Indicate slump before and after addition of accelerator. Why
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/3530000.comm.pdf?sfvrsn=218fe5dd_020250403_448030-1_No SR_07900
2.50 16.50 2.50 MIN 0.70 0.50 0.80 2.20 1.40 LAYER COEF. 0.17 0.25 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, as necessary. PAVEMENT LAYER (IN.) HENDRY SR No.: BASE 5. A blank cell indicates measurement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/07/20250403_448030-1_no-sr_07900.pdf?sfvrsn=27c9e662_120250219_455785-1_SR 82_12070
: Pavement Condition G - Good F - Fair P - Poor CO - Crossover TL - Turn Lane ML - Mainline R1 - 1st, - Moderate L - Light Inside: Shoulder Type and Condition: Overall Pavement Condition (from DMO, . For pavement design, assume 12 inches of thickness for stabilization. CRACK All Cores 2. Mile, at the time of the investigation. Should questions arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20250219_455785-1_sr-82_12070.pdf?sfvrsn=c79872a7_120231017_451021-1_SR 789_13080
0.16 0.11 0.15 UNKW 0.08 Notes: Pavement Condition G - Good Extent OL/IL - Outside/Inside, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, as necessary. 3.767 Outside: FAIR Overall Pavement Condition (from DMO field review): Fair Median Curbed (Y/N): Paved Lawn: Y Other: Curb & Gutter (Y/N): Y Mainline Cores (ML) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20231017_451021-1_sr-789_13080.pdf?sfvrsn=833d9bd9_120250218_449169-1_SR 56_14091
0.16 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Pasco SR No.: BASE 5. A blank cell indicates measurement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20250218_449169-1_sr-56_14091.pdf?sfvrsn=1fa6dd4d_1444321-1 LRE V-8P
Existing Roadway Pavement Width L/R 28.00 / 28.00 Structural Spread Rate 165 Friction Course Spread Rate 80 Widened Outside Pavement Width L/R 12.00 / 12.00 Widened Inside Pavement Width L/R 0.00, - TEMPORARY PAVEMENT 44,000.00 SY $34.55 $1,520,200.00 Pavement Marking Subcomponent Description Value Include Thermo/Tape/Other N Pavement Type Asphalt Solid Stripe No. of Paint Applications 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26118/444321-1-lre-v-8p.pdf?sfvrsn=4d8d36f_1Chapter11s5
, 2002 Revised: April 4, 2025 Testing and Correcting Asphalt Pavement Surface Deficiencies 11-5-1 Section 11.5 TESTING AND CORRECTING ASPHALT PAVEMENT SURFACE DEFICIENCIES 11.5.1 Purpose, and Correcting Asphalt Pavement Surface Deficiencies 11-5-2 11.5.5 Verification 11.5.5.1 15 Foot, of Pavement Smoothness with the 15-Foot Rolling and Manual Straightedges and visually reviewed, will mark the location on the pavement with spray paint or other marking method. The Daily Report
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newcleanchapters/chapter11s5.pdf?sfvrsn=856d0be9_8E4X91
- VIBRATION MONITORING (44924315201) LS 1.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 92.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 62.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 7.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, CONTINGENCY AMOUNT, DO NOT BID (44924315201) LS 1.000 Section 0003 Signing 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 79.000 0710- 90- PAINTED PAVEMENT MARKINGS, FINAL SURFACE (44924315201) LS 1.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/oct03/e4x91.pdf?sfvrsn=8596a9a6_1711-003IndReviewResponse
Pavement Markers Yellow/Red Raised Pavement Markers Yellow/Red Raised White/Red Raised Pavement Markers White/Red Raised Pavement Markers (See Note 2) 6" White (10'-30') 6" White 8" White 6" Yellow, INTERSECTION DETAIL "C" NOTES: as the pavement marking that it is supplementing. 2. Make the traffic face of the Raised Pavement Markers the same color from shoulder break. Post delineators should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2027/711-003indreviewresponse.pdf?sfvrsn=d22763c2_1425-023
" 4 " Pavement Depression Joint Filler (Typ.) " Preformed 2 1 5'-0" W a l l D e p t h, Frame 1 ' - 6 " (See General Note 1) Type III Manhole Frame 7 " Pavement 3" (Typ.) 10" Ctrs. #5 Bars @ 3" (Typ.) 2 " C l . Pavement #5 Bars (See DETAIL "A") 6 " 6 " 2 " 6, 4 " 6" " 2 1 4 @ 2 6 " Pavement 2 " Pavement Superelevated 1'-6" Pavement Transition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/425-023.pdf?sfvrsn=c03c7c53_1436-001
" M i n . 6" Min. 6" Min. Channel Pavement Pavement 2'-0" 1'-4" 2'-3" 1'-6" 2'-0" 1'-4" " 4 1 1 4'-0", 6'-0', or 8'-6" Pavement 6" 5 " " 2 1 7 Slope to fit Roadway See, Backfill Concrete Backfill (See Note 4) See Note 3 6 " Driveway Slope to fit Pavement 3 2, Pavement Valley Gutter Slope to fit Driveway Pavement Optional Trench 3 3 436-001 TRENCH
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/436-001.pdf?sfvrsn=a0dd39da_1E4Y32-R0
BEACH COUNTY PAVEMENT STRIPING HAND LINE Limits: Midpoint Project(s): 43786947201(*) Federal Aid, and replacing thermoplastic pavement markings and retro-reflective pavement markers at various locations, Quantity Section 0001 PAVEMENT SYMBOLS (SF) 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12, - 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF 10,000.000 0713-107- PREFORMED/PERMANENT TAPE, REMOVE SF 200.000 E706- 1- 42 REFLECTIVE PAVEMENT MARKER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/nov07/e4y32-r0.pdf?sfvrsn=6809cb08_1E4Y31-R0
PAVEMENT MARKINGS & STRIPING HAND LINE Limits: Midpoint Project(s): 43978157201(*) Federal Aid No: N, , equipment and incidentals necessary to install, remove and replace thermoplastic pavement markings, Pavement Markings 850-070-06. PLEASE READ STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION FY, Description Unit Quantity Section 0001 PAVEMENT SYMBOLS (SF) 0711- 11-123 THERMOPLASTIC, STANDARD, WHITE, THERMOPLASTIC, PREFORMED, WHITE WITH BLACK CONTRAST ON CONCRETE PAVEMENT, MESSAGE OR SYMBOL EA 20.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2025/nov07/e4y31-r0.pdf?sfvrsn=cd7afb9f_1425-022
" 7 " 7 " 2 " Pavement Depression Joint Filler (Typ.) " Preformed 2 1 5'-0" W a l l D, ) Type III Frame 1 ' - 6 " 4 " (See General Note 1) Type III Manhole Frame 7 " Pavement 3" (Typ.) 10" Ctrs. #5 Bars @ 3" (Typ.) 2 " C l . Pavement See DETAIL "B" #5 Bars (See, 9" " 4 1 5 3 " 4" " 4 1 4 @ 2 " R 4 3 1 5 " 5 " Pavement 2 " Pavement Superelevated 1'-6" Pavement Transition Gutter Elev. Theoretical 2 2 425-022 CURB INLET TYPE 7
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/425-022.pdf?sfvrsn=b234942f_120250716_440734-1_SR NA_10740
0.25 0.14 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization. CRACK, at the locations cored at the time of the investigation. Should questions arise regarding the pavement, . PAVEMENT LAYER (IN.) HILLSBOROUGH SR No.: BASE Typical Section: 1 7/16/2025 Lanes: AT E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/10/20250716_440734-1_sr-na_10740.pdf?sfvrsn=686588d2_1E4X97
(single-column F&I, single-column remove, sign strip, tubular marker), and pavement markings (RPM, SYSTEM EA 5.000 0327- 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 38,172.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,108.000 0337- 7- 25 ASPHALT CONCRETE, ' EA 1.000 0704- 1- 4 TUBULAR MARKER, 36" YELLOW POST EA 8.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 514.000 0710- 12-290 PAINTED PAVEMENT MARKINGS, DURABLE PAINT, YELLOW, ISLAND NOSE SF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/feb06/e4x97.pdf?sfvrsn=4f78d2b9_1E4Y07
), pavement markings (rumble strips, RPM, painted, thermoplastic) along State Road 700, for a total, - OPTIONAL BASE, BASE GROUP 11 SY 2,007.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 141.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 3,138.000, FRICTION COURSE,TRAFFIC C, FC-9.5, PG 76- 22 TN 254.800 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT, STRIPS, 8" SINUSOIDAL GM 0.497 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 48.000 0710- 90- PAINTED
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2026/feb06/e4y07.pdf?sfvrsn=c1101311_1