7241 search results for Pavement
20220504_447880-1_SR 865_12004
11.40 6.10 11.80 1.10 LAYER COEF. 0.17 0.25 0.25 0.23 0.20 0.18 0.14 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT, locations. For pavement design, assume 12 inches of thickness for stabilization. 447880-1 CRACK All Cores, cored at the time of the investigation. Should questions arise regarding the pavement composition, it, . PAVEMENT LAYER (IN.) Lee SR No.: Paved BASE 0.868 4.136 5. A blank cell indicates measurement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/12/20220504_447880-1_sr-865_12004.pdf?sfvrsn=832b20b_120210629_441977-1_SR 78_05010
0.34 0.34 0.34 0.30 0.34 0.30 0.25 0.18 0.20 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION, % of the coring locations. For pavement design, assume 12 inches of thickness for stabilization, the pavement composition, it is incumbent upon those raising the question to perform additional exploration as necessary. PAVEMENT LAYER (IN.) Glades SR No.: Paved BASE 0.273 6.890 Lawn: X Curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/05/20210629_441977-1_sr-78_05010.pdf?sfvrsn=d209c171_1Ad 25120 TRC Marketing Presentation (FINAL with TRC)
– Signing and pavement marking – Shoulder gutter – Update/Replace guardrail – SUE – Utility, Highway Design – 4.1.1 Miscellaneous Structures – 4.1.2 Minor Bridge – 7.1 Signing, Pavement, -Vehicle Crossover – Signing and Pavement Markings – Survey, SUE, and Utility Coordination, and resurfacing of roadway and shoulders – Update and replace guardrail – Signing and pavement marking, • Interchange ramps to Gore Points – Signing and pavement markings – Survey, SUE, and Utility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/ad-25120-trc-marketing-presentation-(final-with-trc).pdf?sfvrsn=be65b631_120240410_4521211_SR429_75473
= > 1/4" Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition : G= Good; F= Fair; P, h F u l l D e p t h T y p e Pavement Layer Type (in.) Base Median Curbed (Y / N, No.: 429 Beg MP: 2.918 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, = Moderate; S= Severe Pavement Condition : G= Good; F= Fair; P= Poor *Crack extends from bottom up 2.6, or Sta. No. Lane W h e e l P a t h Pavement Layer Type (in.) Base Median Curbed (Y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/tp/75-orange/20240410_4521211_sr429_75473.pdf?sfvrsn=e5b9adeb_1FDOTTrafficPlans-Ch06PavementMarkingQA
1 Q&A for . . . Sept 14, 2016 FDOT Traffic Plans – Ch06 Pavement Marking Q: Where can I find, to the pavement as paint to open it up for traffic (this is a safety issue). According the 711 specification, don't see the PDF attached for this chapter your covering. A: The document for CH05 Pavement, selected for the thermoplastic is based upon the type of friction course called for in the pavement design, quantities. Each pavement marking item in the D&C database has the correct formula as well
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/cadd/downloads/webinars/files/microstation/fdottrafficplans-ch06pavementmarkingqa_bc4e5c0d-6135-4d88-b837-3d7b41fb635d.pdf?sfvrsn=4c021ee2_02025FDM114RRR
improvements recommended by the safety assessment described in FDM 114.3.2.2. (2) Pavement, Pavement Only Projects and Ride Only Projects Pavement Only Projects (POPs) are also known, of the pavement but are not intended to increase the structural capacity. For POP pavement design requirements, refer to Chapter 7 of the Flexible Pavement Design Manual . Ride Only Projects are those where the existing pavement is in good structural condition but is deficient in ride due
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/review/2025fdm114rrr.pdf?sfvrsn=2aacf0f_4E4X26
, transition, end treatment, removal), pavement markings painted, thermoplastic, detectable warning), signing, 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 31,825.000 0337- 7- 81 ASPHALT, PAVEMENT TN 2.700 0425- 5- MANHOLE, ADJUST EA 10.000 0425- 5- 1 MANHOLE, ADJUST, UTILITIES EA, POST EA 2.000 0704- 1- 4 TUBULAR MARKER, 36" YELLOW POST EA 7.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 1,040.000 0710- 12-290 PAINTED PAVEMENT MARKINGS, DURABLE PAINT, YELLOW, ISLAND NOSE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/oct04/e4x26.pdf?sfvrsn=23970447_1E8U72
, traffic signals, signing/pavement markings, overhead signing, lighting, intelligent transportation, " HEIGHT LF 1,841.000 0524- 2- 2 CONCRETE SLOPE PAVEMENT,NON REINFORCED, 4" SY 904.000 0530- 1-100, 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43619415201) LS 1.000 0102- 2-300 SPECIAL DETOUR, ASPHALT PAVEMENT, 3" AVG DEPTH SY 13,573.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 11,721.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/nov08/e8u72.pdf?sfvrsn=66b46fb7_120240520_427475-2_SR9_74160
- Temporary Pavement light raveling light raveling, curve, geogrid under limerock curve IWP, e 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, County Line To South of SR200 6 State Road No.: SR9 Duval County Line Shoulders Pavement, II M F 281.943OL N 2.5 1.0 3.5ABC=7.6 F Pavement Evaluation Coring and Condition Data Cored, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20240520_427475-2_sr9_74160.pdf?sfvrsn=69f5d157_1450875 Technical POP Memo
1 Candidate Project Pavement Only Project (POP) January 8, 2024 To: Lavenia Toole, PE From, FPID No.: 450875-1 Work Mix: 0226 Pavement Only Resurfacing (Flex) 1. Existing R/W Map Project, lanes are 12 ft wide with 4-ft outside paved shoulders. There is no existing sidewalk. Pavement Design Assumptions for LRE: Design will need to prepare the pavement design for this project. Any pavement design used in this estimate is for budget purposes only. Mainline Milling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/450875-technical-pop-memo.pdf?sfvrsn=60cfbd1b_1450884 Technical POP Memo
1 Candidate Project Pavement Only Project (POP) April 29, 2024 To: Lavenia Toole, PE From, Section Equation: N/A Project Length: 8.437 miles FPID No.: 450884-1 Work Mix: 0226 Pavement Only, F curb and gutter; 5-ft sidewalk on left side. Pavement Design Assumptions for LRE: Design will need to prepare the pavement design for this project. Any pavement design used in this estimate, streets be resurfaced to the back of the furthest return, right of way, or existing pavement joint
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26106/450884-technical-pop-memo.pdf?sfvrsn=83956f59_120250116_207970-3_SR18_28040
. = Pavement Core 27 omitted. SBRM was in excellent condition, Shoulder Pavt. from MP 0.000 - 0.183 & from, i l e P o s t L a n e W h e e l P a t h Pavement Layer N/A Section, Lanes: 2 Cored By: Pavement Evaluation Coring and Condition Data District 2 Materials Date, 1.8 LR F 255.657 OLN 1.9 1.9 LR=9.4" G 263.554RTON 0.6 1.3 0.4 2.3 SSG F Pavement Evaluation, e W h e e l P a t h Pavement Layer C o r e L e n g t h ( i n . ) Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/28/20250116_207970-3_sr18_28040.pdf?sfvrsn=2a9fd21f_120231027_450948-1_SR 40_36080
= Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair, of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450948-1 Elipsis Engineering, to the base. EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement, of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450948-1 Elipsis, . EOP = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/36/20231027_450948-1_sr-40_36080.pdf?sfvrsn=3eb37b7d_1E55F2BidTabs
7,200.00 59.80000 17,222.40 0110 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH, EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH 62,945.000 SY 2.75000 173,098.75 2.75000 173,098.75 2.89000 181,911.05 0120 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 91,366.000 SY, : 0125 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH 731.000 SY 24.25000 17,726.75 4.00000 2,924.00 2.10000 1,535.10 0130 0327 70 22 MILLING EXISTING ASPHALT PAVEMENT, 4 1/4" AVG
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2025/feb04/e55f2bidtabs.pdf?sfvrsn=6ab002c_120250213_451103-1_SR 31_01030
OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A., (ML) PAVEMENT LAYER (IN.) Charlotte SR No.: Paved Lawn X Curb & Gutter (Y/N): N Other: BASE, and Condition: Overall Pavement Condition (from DMO field review): Fair 5.965 18.397 Outside, DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, ) PAVEMENT LAYER (IN.) Charlotte SR No.: Paved Lawn X Curb & Gutter (Y/N): N Other: BASE Typical Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20250213_451103-1_sr-31_01030.pdf?sfvrsn=4e88f725_120250130_436733-1_SR 700_08080
0.25 0.25 0.25 UNKW 0.16 0.18 UNKW 0.00 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA, ): 8.286 3. Stabilization thickness was checked on 10% of the coring locations. For pavement design, 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 (IN.) HERNANDO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d7/08/20250130_436733-1_sr-700_08080.pdf?sfvrsn=e2c4d4a2_1E8V77BidTabs
265,000.00 0015 0102 2200 SPECIAL DETOUR- TEMPORARY PAVEMENT 45211115201 (1133.000) SY (LS, 185.00000 1,468.90 0080 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 2,464.000 SY 22.00000 54,208.00 0085 0327 70 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH 3,964.000 SY 22.00000 87,208.00 0090 0327 70 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH, PAVEMENT MARKER, TYPE B 54.000 EA 7.50000 405.00 0125 0710 90 PAINTED PAVEMENT MARKINGS, FINAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2025/feb19/e8v77bidtabs.pdf?sfvrsn=49450809_12024 Central Office Letting and Project Information
Resurfacing 1 T1885 Lee Resurfacing / Traffic Signals / Lighting T1886 Districtwide Signing / Pavement, Duval Concrete Pavement Rehabilitation / Bridge Construction T2965 Duval Resurfacing / Drainage, / Pavement Markings T3783 Calhoun Construct Box Culvert / Resurfacing T3790 Holmes Bridge, Improvements / Sidewalk / Pavement Markings 1 T3892-R0 Districtwide Traffic Ops Improvements, Striping / Pavement Markings T4679 Broward Resurfacing / Lighting / Traffic Signals T5817 Orange
https://www.fdot.gov/contracts/lettings/2024/2024-central-office-letting-and-project-informationE8W16
PAVEMENT (41592745201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (41821455201) LS 1.000, 2,433.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 42,149.000 0327- 70- 11 MILLING EXISTING ASPHALT PAVEMENT, 2 1/4" AVG DEPTH SY 300,615.000 0327- 70-107 MILLING EXIST ASPHALT PAVEMENT AND LIMEROCK 5.25" SY 19,331.000 0334- 1- 12 SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN, 14,396.300 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 1,613.200 0400- 0- 11 CONCRETE CLASS NS, GRAVITY
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/jun10/e8w16.pdf?sfvrsn=67a2c329_1D1-05-15-25BSN
consist of milling & resurfacing, shoulder treatment, and pavement markings on SR 15 (US 98, AC 235.630 0327- 70- 2 MILLING EXISTING ASPHALT PAVEMENT, 3 1/2" AVG DEPTH SY 130,900.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 47,417.000 0334- 1- 53 SUPERPAVE, RAISED PAVEMENT MARKER, TYPE B EA 2,079.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 19.386 0710- 11-124 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR DIAGONAL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/may15/d1-05-15-25bsn.pdf?sfvrsn=1d122cf4_1