7241 search results for Pavement
20231211_449400-1_SR 54_14090
14.00 15.00 4.40 MIN 1.20 2.50 4.00 11.50 12.00 1.70 LAYER COEF. 0.25 0.25 0.18 0.08 Notes: Pavement, Pavement Condition (from DMO field review): Fair Typical Section: 1 11/8/2023 Lanes: SR 581 / BRUCE B, was checked on 10% of the coring locations. For pavement design, assume 12 inches of thickness, arise regarding the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Pasco SR No.: Paved STATE OF FLORIDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/14/20231211_449400-1_sr-54_14090.pdf?sfvrsn=56182d53_1E1W80
widening, median crossovers, drainage improvements, signing and pavement marking, Intelligent, PAVEMENT (44400845201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE (44400845201, - 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 5,601.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 15,836.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 194,339.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/sep19/e1w80.pdf?sfvrsn=9c10983e_144787715201-PLANS-02-SIGNING
447877-1-52-01 FINANCIAL PROJECT ID POLK COUNTY (16140) PAVEMENT MARKING PLANS INDEX OF SIGNING, SIGNING AND PAVEMENT \ \ d e w b e r r y . d e w b e r r y r o o t . l o c, P No 82643 R A K C I B . M T T O C S SIGNING AND PAVEMENT MARKING PLANS THIS ITEM, . BICKAR, P.E. NO. 82643 PLAN SHEET SIGNING AND PAVEMENT MARKINGS S-4 - S-6 GENERAL NOTES S-3, APPLICATION; * THESE QUANTITIES ARE PAID FOR UNDER PAINTED PAVEMENT MARKINGS (FINAL SURFACE), PAY ITEM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/44787715201-plans-02-signing.pdf?sfvrsn=9be55a47_120230508_448796-1_SR 500 (US 192)_92030
10.6 - - - - P Thicker side to the right of pavement 3B 12.637 5.5 R2 0.5 4.0 4.5 LR 12.5 - - - - P, 11 14.324 7.0 RRTL 1.0 5.6 6.6 LR 6.9 2.3 ST II L P EB Right TL to Dinatale Dr. Pavement Surface, Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 448796-1 Ardaman, ) Lane Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in) Cross Slope (%) Comments Remarks: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/92/20230508_448796-1_sr-500-(us-192)_92030.pdf?sfvrsn=be264179_120250521_452794-1_SR 93_13075
of I-275 and RampsInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field, CRACK Mainline and Bridge Cores (ML/BR) PAVEMENT LAYER (IN.) ManateeSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., and RampsInside: Shoulder Type and Condition: Overall Pavement Condition (from DMO field review, Mainline and Bridge Cores (ML/BR) PAVEMENT LAYER (IN.) ManateeSR No.: Paved STATE OF FLORIDA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20250521_452794-1_sr-93_13075.pdf?sfvrsn=24262fcc_120250612_451046-1_SR 50_08040
crack. Roadway ID:08040000Cobb Rd.Inside: Shoulder Type and Condition: Overall Pavement Condition, ): 6.017 451046-1 CRACK Mainline and Gore Cores (ML/GO) PAVEMENT LAYER (IN.) HERNANDOSR No.: Paved STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, O N COMMENTS Roadway ID:08040000Cobb Rd.Inside: Shoulder Type and Condition: Overall Pavement, Curbed (Y/N): 6.017 451046-1 CRACK Mainline and Gore Cores (ML/GO) PAVEMENT LAYER (IN.) HERNANDOSR
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20250612_451046-1_sr-50_08040.pdf?sfvrsn=d2f8935b_12025FDM210ArterialsCollectors
for lane widths and pavement slopes are given by lane type, Design Speed and context classification, . 210.2.4 Pavement Cross Slopes For roadways, the maximum number of travel lanes with cross slope in one direction is three lanes, except as shown in Figure 210.2.1 , which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross, compatibility and harmonizing at bridge approaches. Figure 210.2.1 Standard Pavement Cross Slopes All
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm210arterialscollectors.pdf?sfvrsn=b5864af9_121200503-724FHWA
in the removal of existing pavements, and dispose of them outside the right-of- way. If the materials, at least 3 feet wide adjacent to all pavement or base construction in order to provide support, surface shown in the Plans. 2. Shape the earthwork to match adjacent pavement, curb, sidewalk, the work does not include construction of base or pavement, shape the entire roadbed (shoulder point, and gutter, etc., excavated in the removal of existing pavements, and dispose of them outside the right
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1200503-724fhwa.pdf?sfvrsn=cb5e27ea_1E59F3BidTabs
consist of milling and resurfacing, sidewalk (detectible warnings), signing and pavement markings, 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 58,129.000 SY 3.15000 183,106.35 3.00000 174,387.00 3.00000 174,387.00 0070 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH 624.000 SY 15.50000 9,672.00 4.50000 2,808.00 6.00000, 2,255.00000 9,020.00 2,700.00000 10,800.00 0110 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 1,196.000 EA
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/aug05/e59f3bidtabs.pdf?sfvrsn=68cee041_1SS1020000
control and safety devices during construction. Furnish and install work zone pavement markings, to any traffic during the performance of the work, and repair any damage to existing pavement open, Temporary Retroreflective Pavement Markers…Section 990 Paint, typically used for base, including recycled asphalt pavement material, and having stability, , to the Engineer detailing the condition of all traffic control devices (including pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1020000.pdf?sfvrsn=f4981fed_02024FDM210ArterialsCollectors
for lane widths and pavement slopes are given by lane type, design speed and context classification, and the travel lane. 210.2.4 Pavement Cross Slopes For roadways, the maximum number of travel lanes, standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet the requirements shown in Figure 210.2.1 . Outside auxiliary, 210 – Arterials and Collectors Figure 210.2.1 Standard Pavement Cross Slopes All Travel Lanes One
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm210arterialscollectors.pdf?sfvrsn=2398015d_12026FDM210ArterialsCollectors
Lanes Design criteria for lane widths and pavement slopes are given by lane type, Design Speed, foot wide buffer between the on-street parking spaces and the travel lane. 210.2.4 Pavement Cross, lanes except as shown in Figure 210.2.1, which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet, – Arterials and Collectors 6 Figure 210.2.1 Standard Pavement Cross Slopes All Travel Lanes One
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/review/2026fdm210arterialscollectors.pdf?sfvrsn=1bee4a21_242026FDM210ArterialsCollectors
Lanes Design criteria for lane widths and pavement slopes are given by lane type, Design Speed, wide buffer between the on-street parking spaces and the travel lane. 210.2.4 Pavement Cross, lanes except as shown in Figure 210.2.1, which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet, – Arterials and Collectors 6 Figure 210.2.1 Standard Pavement Cross Slopes All Travel Lanes One
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2026/2026fdm210arterialscollectors.pdf?sfvrsn=91c0842d_49710104-122resp
9710104 PAVEMENT MARKING MATERIALS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Dan Hurtado (850, 709 (Two Reactive Components Pavement Markings) for January 2022. This could be revised, other pavement marking materials will require NTPEP data? PAVEMENT MARKING MATERIALS (REV 5-14-21, ): All pavement marking materials shall be one of the products listed on the Department’s Approved, component. The Department will test standard thermoplastic and profiled thermoplastic pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9710104-122resp.pdf?sfvrsn=a731b128_49710104-122comm
9710104 PAVEMENT MARKING MATERIALS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Dan Hurtado (850, 709 (Two Reactive Components Pavement Markings) for January 2022. This could be revised, other pavement marking materials will require NTPEP data? PAVEMENT MARKING MATERIALS (REV 5-14-21, ): All pavement marking materials shall be one of the products listed on the Department’s Approved, component. The Department will test standard thermoplastic and profiled thermoplastic pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9710104-122comm.pdf?sfvrsn=3926f25b_29700000.FHWA
for Retroreflective Pavement Markers and Bituminous Adhesive. Dear Mr. Nguyen: We are submitting, for your, with the MUTCD where RPM is defined as a Raised Pavement Marker. Additional changes have been made, 9700000.D01 All Jobs MATERIALS FOR RAISEDRETROREFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE, RaisedRetroreflective Pavement Markers (RPMs). All retroreflective pavement markers shall be one of the products, retroreflective pavement markers shall retain a minimum coefficient of luminous intensity for 18 months
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/9700000.fhwa.pdf?sfvrsn=c972203f_07130000.origind
pavement markings are designated by relative performance, that the high performance designation, classification for tape and none of the other pavement markings are designated by relative performance, recommended by the manufacturer. Ensure the tape stripes and markings adhere to the pavement surface, pavement. Apply traffic stripes or markings only to dry surfaces, and when the ambient air, of the existing line is visible. Apply traffic stripes and markings to the pavement by means approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/7130000.origind.pdf?sfvrsn=f6504650_020250721_454941-1_SR 544_16140
: Overall Pavement Condition (from DMO field review):Fair Typical Section:1 7/21/2025 Lanes: SR 600 (US, Curbed (Y/N): 0.016 454941-1 CRACK Mainline and Bridge Cores (ML/BR) PAVEMENT LAYER (IN.) POLKSR No.: Paved: Y STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, : Overall Pavement Condition (from DMO field review):Fair Typical Section:1 7/21/2025 Lanes: SR 600, By: Median Curbed (Y/N): 0.016 454941-1 CRACK Mainline and Bridge Cores (ML/BR) PAVEMENT LAYER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250721_454941-1_sr-544_16140.pdf?sfvrsn=279b729d_1SS1020000
and safety devices during construction. Furnish and install work zone pavement markings for maintenance, the performance of the work, and repair any damage to existing pavement open to traffic. Include, Pavement Markers…Section 990 Paint, materials of the type typically used for base, including recycled asphalt pavement material, , to the Engineer detailing the condition of all traffic control devices (including pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss1020000.pdf?sfvrsn=ec539286_09710104-724FHWA
: 9710104 Pavement Marking Materials. Dear Mr. Nguyen: We are submitting, for your approval, two, to add requirement for pavement markings to be listed on the APL, update test methods, correct unit, Engineer 9710104 All Jobs PAVEMENT MARKING MATERIALS. (REV 6-30-23) SECTION 971 is deleted, life of one year from date of manufacture. Any pavement marking materials, which although inspected, pavement marking materials shall be one of the products listed on the Department’s Approved Product
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9710104-724fhwa.pdf?sfvrsn=325bcae7_1