7444 search results for Pavement
450875 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_11021102.FHWA
. Item No. 102- 78- Temporary Raised Pavement Markers - each. Item No. 102- 81- Temporary Crash, ) - per gross mile. Item No. 710- Painted Pavement Markings. 1021102 All Jobs Item No. 711- Thermoplastic Pavement Markings. 1021102 All Jobs MAINTENANCE OF TRAFFIC (REV 5-3-18) SUBARTICLE, No. 102- 78- Temporary Raised Pavement Markers - each. Item No. 102- 81- Temporary Crash Cushion, gross mile. Item No. 710- Painted Pavement Markings. 1021102 All Jobs Item No. 711- Thermoplastic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/1021102.fhwa.pdf?sfvrsn=deda3c39_01100000.comm
, sidewalk, slope pavement, or ditch pavement that is removed and replaced, as specified in 520-11, of concrete ditch and slope pavement. You may just want to delete the last phrase “as specified, to the 'existing pavement removal' reference in Section 110- 2.1. Section 110-2.2 defines the depth limit of clearing and grubbing to be 12 inches; however, existing pavement thicknesses are generally 4"-7, of the intent of the 'existing pavement removal' covered under the clearing and grubbing pay item
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/1100000.comm.pdf?sfvrsn=500a2f0a_0SS9710303
white and yellow pavement markings shall attain an initial retroreflectance of not less than 300 mcd/lx·m 2 and 250 mcd/lx·m 2 . The retroreflectance of the white and yellow pavement markings, plates shall not exceed 0.178 oz per plate. 971-4.3.3 Retroreflectivity: The white and yellow pavement, 2 , respectively. The retroreflectance of the white and yellow pavement markings at the end, shall not exceed 0.178 ounce per plate. 971-9.6.3 Retroreflectivity: The white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9710303.pdf?sfvrsn=7d9f0acb_0SS9710303
white and yellow pavement markings shall attain an initial retroreflectance of not less than 300 mcd/lx·m 2 and 250 mcd/lx·m 2 . The retroreflectance of the white and yellow pavement markings, plates shall not exceed 0.178 oz per plate. 971-4.3.3 Retroreflectivity: The white and yellow pavement, 2 , respectively. The retroreflectance of the white and yellow pavement markings at the end, shall not exceed 0.178 ounce per plate. 971-9.6.3 Retroreflectivity: The white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9710303bda12dabf9d048f9a6bfcdca8de759ae.pdf?sfvrsn=9eed579a_020250310_210595-2_SRA1A_74110
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, GERBING ROAD Shoulders Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 03/10/25 Page, 5.4 LR F 392.302LTO N 1.0 1.6 2.6 LR F 403.229LTO N 0.6 0.8 1.4 LR F Pavement Evaluation Coring, 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 . ) Curve, 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 Layer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/74/20250310_210595-2_sra1a_74110.pdf?sfvrsn=7a6653e4_120250303_451649-1_SR 70_09060
OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin. Proj. ID, Cores (ML) PAVEMENT LAYER (IN.) Highlands BASE 10.217 10.217 Lawn Curb & Gutter (Y/N): Outside, : Shoulder Type and Condition: Overall Pavement Condition (from DMO field review): Fair N SR, OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project No.: Fin, Mainline Cores (ML) PAVEMENT LAYER (IN.) Highlands BASE 10.217 10.217 Lawn Curb & Gutter (Y/N
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250303_451649-1_sr-70_09060.pdf?sfvrsn=9da40187_120250227_451483-1_SR 37_16250
0.25 0.00 0.11 UNKW UNKW 0.18 0.08 Notes: Pavement Condition G - Good F - Fair P - Poor CO, Type and Condition: Overall Pavement Condition (from DMO field review): 451483-1 0.258 28.693, 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.) Polk SR No.: BASE STATE OF FLORIDA DEPARTMENT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/16/20250227_451483-1_sr-37_16250.pdf?sfvrsn=94b20d41_120250416_208819-2_SR10_72100
, 6.945, & MP 7.300 Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 04/16/25, 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 . ) B, raveling Remarks:Pavement change all lanes: MP 6.818, MP 7.520 curve curve light raveling top, LR F Dip OWP L3: MP 6.765, MP 6.945, & MP 7.300 Remarks:Pavement change all lanes: MP 6.818, MP, 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 ( i n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20250416_208819-2_sr10_72100.pdf?sfvrsn=703618a8_1E8V06Addenda004
) Digitally signed + sealed Signing and Pavement Marking Plans (PDF file) _ Digitally signed + sealed, scale changed from 50 scale to 40 scale and note added 38-41 Note added 54 US 17 temporary pavement marking updates 59 SR 60 temporary pavement marking updates 84-87 US 17 temporary pavement marking updates 89-92 SR 60 temporary pavement marking updates SIGNING & PAVEMENT MARKING REVISED SHEETS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may30/e8v06addenda004.pdf?sfvrsn=ffb288d2_1