7241 search results for Pavement
E3W69BidTab
, curb ramps, signing and pavement marking, and signalization, and for FPID 426961-2-52-02 consist, 21,613.11 0110 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 40,961.000 SY 3.25000 133,123.25 2.20000 90,114.20 3.51000 143,773.11 0115 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 6,098.90 0190 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 3,820.000 EA 4.25000 16,235.00 4.50000 17,190.00 4.74000 18,106.80 0195 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/nov09/e3w69bidtab.pdf?sfvrsn=5575e138_13530000.FHWA
' Assoc. StateConstructionEngineer 3530000.D01 All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV, PAVEMENT SLAB REPLACEMENT 353-1 Description. Replacethe existing defective area of concrete pavement, of 1,600 psi in order to open the pavement to traffic. Use cylinders to verify the concrete, to the Department.Controlled cracks are cracks that are designed to occur at specific locations based on the pavement design. All other cracks in the pavement are uncontrolled cracks. Repair uncontrolled cracked slabs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa.pdf?sfvrsn=d2ca0ce1_03530000.FHWA2
CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 11-13-151-12-161-22-16) SECTION 353 is deleted and the following substituted: SECTION 353 CONCRETE PAVEMENT SLAB REPLACEMENT 353-1 Description. Replacethe existing defective area of concrete pavement with portland Pportland cement concrete free of any, the concrete has achieved a compressive strength of 1,600 psi in order to open the pavement to traffic, at specific locations based on the pavement design. All other cracks in the pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa2.pdf?sfvrsn=76fc58ff_03530000.FHWA3
. StateConstructionEngineer 3530000.D0123 All Jobs CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 11-13-151-12-161-222-4-16) SECTION 353 is deleted and the following substituted: SECTION 353 CONCRETE PAVEMENT SLAB REPLACEMENT 353-1 Description. Replacethe existing defective area of concrete pavement, when the concrete has achieved a compressive strength of 1,600 psi in order to open the pavement, locations based on the pavement design. All other cracks in the pavement are uncontrolled cracks
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa3.pdf?sfvrsn=284a2387_0January2022 eBook
................................................................................................................. 211 175 Cracking and Reseating Existing Concrete Pavement, Asphalt Pavement Base ........................................................................ 237, ..................................................................................................... 255 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ................................................ 262 327 Milling of Existing Asphalt Pavement, ......................................................................... 309 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/ebook/january2022-ebook.pdf?sfvrsn=752d1333_4January2022 eBook (signed copy)
................................................................................................................. 211 175 Cracking and Reseating Existing Concrete Pavement, Asphalt Pavement Base ........................................................................ 237, ..................................................................................................... 255 BITUMINOUS TREATMENTS, SURFACE COURSES, AND CONCRETE PAVEMENT 300 Prime and Tack Coats, ................................................ 262 327 Milling of Existing Asphalt Pavement, ......................................................................... 309 338 Value Added Asphalt Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/ebook/january2022-ebook-(signed-copy).pdf?sfvrsn=1a197a9f_22024FDM211LAFacilities
with Florida specific signs and pavement markings used on the State Highway System by the Department’s, Design Manual 211 - Limited Access Facilities 211.2.2 Pavement Cross Slopes For roadways, in Figure 211.2.1 , which prescribes standard pavement cross slopes. A Design Variation or a Design Exception is required when proposed pavement cross slopes do not meet the requirements shown, Facilities Figure 211.2.1 Standard Pavement Cross Slopes All Travel Lanes One Direction Notes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm211lafacilities.pdf?sfvrsn=11d2f4cb_1E1V08
, lighting, signing and pavement marking, sidewalks, and utility improvements on SR 64 at Lorraine Road, ) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (19602265201) LS 1.000 0102- 2-300, MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 822.000 0334- 1- 53 SUPERPAVE ASPHALTIC, , FC-12.5, PG 76- 22 TN 937.400 0350- 5- CLEANING & SEALING JOINTS- CONCRETE PAVEMENT LF 383.000 0350- 30- 13 CONCRETE PAVEMENT FOR ROUNDABOUT APRON, 12" DEPTH SY 440.000 0400- 0- 11 CONCRETE CLASS NS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2023/nov02/e1v08.pdf?sfvrsn=c0fe1376_120231023_449844-2_SR24_26090
9.9 LR 9.5 G 17 7.056 OL N 1.5 1.8 2.8 6.1 LR 9 G REMARKS: Pavement Change at 7.026 R1 COMMENTS CORE NO. MILE POST LANE WHEEL PATH (Y or N) PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT, PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET Cored/Logged By: Meskel & Associates Engineering, PLLC, ) PAVEMENT LAYER (in.) BASE CRACK PAVT. COND. RUT DEPTH (in.) CROSS SLOPE (%) SLOPE DIRECTION, of Florida Department of Transportation PAVEMENT EVALUATION CORING AND CONDITION DATA SHEET Cored
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/26/20231023_449844-2_sr24_26090.pdf?sfvrsn=b9d5d4c3_1E58C5
Letting:05240206Call Order:008Proposal:E58C5District:05 Counties: ORANGE,SEMINOLE Road Name:Pavement, pavement markings and RPMs. BUSINESS DEVELOPMENT INITIATIVE -- Bidders must be a "Small Business, PAVEMENT STRIPING (LARGE MACHINE) (LM) 0101- 1-MOBILIZATIONLS1.000 0102- 1-MAINTENANCE OF TRAFFICLS1.000, - 1THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE TO REMAIN SF26,650.440 E706- 1- 42REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) EA4,677.000 Page 25 Bid
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/feb06/e58c5.pdf?sfvrsn=eda265c3_1E6P08-R0
in Pavement Markings (Form # 850-070-06) must be submitted with your electronic bid as an attachment, : 003 Proposal: E6P08-R0 ALT Item Description Unit Quantity Section 0001 PAVEMENT STRIPING (LARGE, 0711- 14-193 THERMOPLASTIC, PREFORMED, 12" WHITE ON ASPHALT PAVEMENT, RAILROAD DYNAMIC ENVELOPE LF, ON CONCRETE PAVEMENT, RAILROAD DYNAMIC ENVELOPE LF 15.000 0711- 16-102 THERMOPLASTIC, STANDARD-OTHER, , 8" GM 0.800 0711- 17- 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS- SURFACE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/mar28/e6p08-r0.pdf?sfvrsn=8bb3b692_1E8V32-R0
MILLING EXISTING ASPHALT PAVEMENT, 6 3/4" AVG DEPTH SY 400.000 0327- 70- 29 MILLING EXISTING ASPHALT PAVEMENT, 6 1/4" AVG DEPTH SY 500.000 0327- 70- 31 MILLING EXISTING ASPHALT PAVEMENT, 7 1/2" AVG, 2.000 0706- 1- 3 RAISED PAVEMENT MARKER, TYPE B EA 52.000 0710- 90- PAINTED PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/may14/e8v32-r0.pdf?sfvrsn=7ec26f64_1E1W21
and pavement markings, lighting and landscaping along SR 70 from Bourneside Blvd to Waterbury Road, OF TRAFFIC (41450685201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (41450685201) LS, ASPHALT PAVEMENT, 3" AVG DEPTH SY 2,250.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG, COURSE,TRAFFIC C, FC-12.5, PG 76- 22 TN 10,275.500 0350- 30- 13 CONCRETE PAVEMENT FOR ROUNDABOUT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/jun06/e1w21.pdf?sfvrsn=5227bc37_5E4X25
, curb and gutter, valley gutter, sidewalk, driveways, shoulder barrier, ditch pavement), asphalt, (inlets, modify existing, pipe culvert, MES), pavement markings (painted, thermoplastic, tape, 148.000 0120- 6- EMBANKMENT CY 312.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 45,066.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 4,953.000 0334- 1, 76- 22 TN 3,718.200 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 5.800 0425- 1-361 INLETS, CURB
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/aug02/e4x25.pdf?sfvrsn=59eaff3f_1E6O84
200.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 5,000.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 2,000.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, FRICTION COURSE,TRAFFIC C, FC-12.5, PG 76 -22 TN 600.000 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN, NETWORK DEVICE, CELLULAR MODEM EA 2.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.000 0710- 11-102 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR INTERCHANGE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/aug29/e6o84.pdf?sfvrsn=18321fd8_1E6P40-R0
the full advertisement Description: This Contract consists of repair of existing asphalt pavement, EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 10.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 20.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 8,500.000 0334- 1, MOBILIZATION LO 5.000 E706- 1- 42 REFLECTIVE PAVEMENT MARKER(REMOVE AND REPLACE)(CLASS B) EA 250.000 E711
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d6/lettings/2024/sep26/e6p40-r0.pdf?sfvrsn=ecea3fa9_1546-020
'-30' Skip Edge of Pavement Edge of Pavement 6" White or 6" Yellow P a v e d S h o u l, e l e d Marking 10' Pavement Marking 10' Pavement ¡ ¡ ¡ (See Table 1 on Sheet1) Rumble Strip (Typ.) 6" White or 6" Yellow 2 " 8 " Edge of Traveled Way / Edge of Pavement W a y T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/546-020.pdf?sfvrsn=ebf921b7_1711-001IntReviewPkg2
: Pavement Markings Summary of the changes: Sheet 4: Updated Buffered Express Lane Striping Detail, Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/21 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS 9, 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/24 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001intreviewpkg2.pdf?sfvrsn=746938c1_1711-001IndReviewPkg2
: Pavement Markings Summary of the changes: Sheet 4: Updated Buffered Express Lane Striping Detail, Use ¡ ¡ Bike Lanes 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/21 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS 9, 6" White Buffered 2" Gap 13 4 711-001 PAVEMENT MARKINGS 11/01/24 Shoulder Gutter Or Median Shoulder Gutter Or Unpaved PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/irr/2026/711-001indreviewpkg2.pdf?sfvrsn=66a46ab0_1E1W82
, widening, drainage, signalization, ITS, lighting, and signing and pavement markings at SR 93 (I-75, - MAINTENANCE OF TRAFFIC (44529615201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT, 3,488.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 17,011.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 11,447.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 1,326.000 0334- 1- 13 SUPERPAVE ASPHALTIC CONC, TRAFFIC C TN 9,339.800
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/oct31/e1w82.pdf?sfvrsn=912c249c_1