7241 search results for Pavement
E53F1
420.000 0102- 78- 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D EA 2,550.000 0102- 99, ASPHALT PAVEMENT, 1" AVG DEPTH SY 648.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 63,630.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 23,227.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 3,521.000 0327- 70- 13 MILLING EXISTING ASPHALT PAVEMENT, 1 3/4" AVG DEPTH SY 1,943.000 0327- 70- 15 MILLING EXISTING ASPHALT PAVEMENT, 2 3/4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2025/apr01/e53f1.pdf?sfvrsn=8d48439b_1E1X63-R0BidTabs
EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 10,000.000 SY 6.00000 60,000.00 6.20000 62,000.00 8.00000 80,000.00 0020 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 10,000.000 SY, 193,500.00 316.15000 203,916.75 400.00000 258,000.00 0045 0339 1 MISCELLANEOUS ASPHALT PAVEMENT, 4,082.55 3,000.00000 3,000.00 0065 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 100.000 EA 4.00000 400.00 6.30000 630.00 10.00000 1,000.00 0070 0710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/bidtabs/2025/feb20/e1x63-r0bidtabs.pdf?sfvrsn=ff54aa03_120240207_450581-1_SR 500 (US 441)_11010
Highway Sect. No: 11010000 State of Florida Department of Transportation PAVEMENT EVALUATION, ) Core No. MP Distance from left edge of lane (ft.) Lane Wheel Path Pavement Layer (in.) Remarks: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement In lieu of MP, ; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br, of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET 450581-1 J. Wilkes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20240207_450581-1_sr-500-(us-441)_11010.pdf?sfvrsn=31a335d0_1SPM9711100HS-724-i19228
pavement marking materials shall be one of the products listed on the Department’s Approved, , and profiled thermoplastic pavement marking materials in accordance with FM 5-541, Part B. The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, on the APL. When listed, this will be the minimum criteria for application of the pavement marking, traffic in not more than two minutes. 971-10.4.2 Retroreflectivity: The white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm9711100hs-724-i19228.pdf?sfvrsn=e30184ea_1SPM9711100HS-725-i19925
pavement marking materials shall be one of the products listed on the Department’s Approved, , and profiled thermoplastic pavement marking materials in accordance with FM 5-541, Part B. The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, on the APL. When listed, this will be the minimum criteria for application of the pavement marking, traffic in not more than two minutes. 971-10.4.2 Retroreflectivity: The white and yellow pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm9711100hs-725-i19925.pdf?sfvrsn=3ea42fa_1SPM9711100HS-723-i18605
pavement marking materials shall be one of the products listed on the Department’s Approved Product, , and profiled thermoplastic pavement marking materials in accordance with FM 5-541, Part B. The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking, on the APL. When listed, this will be the minimum criteria for application of the pavement marking material, in not more than two minutes. 971-11.4.2 Retroreflectivity: The white and yellow pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/spm9711100hs-723-i18605.pdf?sfvrsn=c2148687_2SPM9711100HS-722
pavement marking materials shall be one of the products listed on the Department’s Approved Product List, thermoplastic pavement marking materials in accordance with FM 5-541, Part B. The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement marking materials, . When listed, this will be the minimum criteria for application of the pavement marking material, in not more than two minutes. 971-11.4.2 Retroreflectivity: The white and yellow pavement markings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/spm9711100hs-722.pdf?sfvrsn=dd3454a5_67100100-724IMPL
710 PAINTED PAVEMENT MARKINGS. (REV 6-14-23) (FA 11-6-23) (FY 2024-25) ARTICLE 710-10 is deleted and the following substituted: 710-10 Method of Measurement. The quantities, authorized and acceptably applied, under this Section will be paid as follows: 1. The length, in gross miles, of solid, 10’-30’ skip, 3’-9’ dotted, 6’-10’ dotted, 2’-2’ dotted, and 2’-4’ dotted lines. 2. The length, of pavement messages, symbols, and arrows. Each arrow is paid as a complete marking, regardless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/7100100-724impl.pdf?sfvrsn=baa607a0_13300502-722FHWA
Contractor can demonstrate the ability to achieve an acceptable pavement with respect to density, surface texture, and pavement smoothness without such devices. SUBARTICLE 330-9.5.1.1 is deleted, straightedge deficiencies only, mill the pavement surface the full lane width to a depth and length, the pavement surface the full lane width to a depth and length adequate to remove the deficiency, pavement with respect to density, surface texture, and pavement smoothness without such devices
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/3300502-722fhwa.pdf?sfvrsn=7817dd9f_23300502-722resp
3300502 All Jobs 3300502 HOT MIX ASPHALT - GENERAL CONSTRUCTION REQUIREMENTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Carter 386-624-3208 tcarter@pandspavinginc.com Comments: (12-16-21 Industry) I would propose the following language be added to the specification. As an option, for high and low straightedge deficiencies only, mill the pavement surface the full lane width to a depth, ) in effort to avoid chance of thinning out the structural course pavement. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3300502-722resp.pdf?sfvrsn=8e1cfdd2_23000100-122origind
and on existing pavement surfaces. SUBARTICLE 300-8.4 is deleted and the following substituted: 300-8.4, by 0.6. Table 300-2 Tack Coat Application Rates Asphalt Mixture Type Underlying Pavement Surface, Constructed Asphalt Layers 0.05 minimum Milled Surface or Oxidized and Cracked Pavement 0.07 Concrete Pavement 0.09 Open Graded Friction Course Newly Constructed Asphalt Layers 0.06 Milled Surface 0.08 Table 300-2 Tack Coat Application Rates Asphalt Mixture Type Underlying Pavement Surface
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/3000100-122origind.pdf?sfvrsn=bfdb8e78_2E1X89-R0
PAVEMENT TN 15.000 0352- 70- GRINDING CONCRETE PAVEMENT SY 25.000 0415- 1- 6 REINFORCING STEEL, 75.000 0524- 1- 29 CONCRETE DITCH PAVEMENT, 4", REINFORCED SY 25.000 0524- 1- 49 CONCRETE DITCH PAVEMENT, 6", REINFORCED SY 25.000 0524- 2- 29 CONCRETE SLOPE PAVEMENT, 4", REINFORCED SY 25.000 0524- 2- 49 CONCRETE SLOPE PAVEMENT, 6", REINFORCED SY 25.000 0527- 2- DETECTABLE WARNINGS SF 69.000 0570- 1- 2 PERFORMANCE TURF, SOD SY 72.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2025/may15/e1x89-r0.pdf?sfvrsn=52443f63_17111000.impl
711 THERMOPLASTIC PAVEMENT MARKINGS. (REV 10-27-17) (FA 1-4-18) (7-18) ARTICLE 711-10 is deleted and the following substituted: 711-10 Method of Measurement. The quantities, authorized and acceptably applied, under this Section will be paid as follows: 1. The length, in gross miles, of solid, 10’-30’ skip, 3’-9’ dotted, 6’-10’ dotted, 2’- 2’ dotted, and 2’-4’ dotted lines. 2, . The number of pavement messages, symbols, and arrows. Each arrow is paid as a complete marking, regardless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/7111000.impl.pdf?sfvrsn=ff1cdada_03470501.impl
in accordance with 347-5.2. Sidewalk, ditch pavement, slope pavement, Traffic Separator, or curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/3470501.impl.pdf?sfvrsn=e48b2b3a_07101000.impl
710 PAINTED PAVEMENT MARKINGS. (REV 10-27-17) (FA 1-4-18) (7-18) ARTICLE 710-10 is deleted and the following substituted: 710-10 Method of Measurement. The quantities, authorized and acceptably applied, under this Section will be paid as follows: 1. The length, in gross miles, of solid, 10’-30’ skip, 3’-9’ dotted, 6’-10’ dotted, 2’- 2’ dotted, and 2’-4’ dotted lines. 2. The length, of pavement messages, symbols, and arrows. Each arrow is paid as a complete marking, regardless
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/7101000.impl.pdf?sfvrsn=bf79fcf5_01201201.impl
of the cross-section shown in the Plans. 2. Shape the earthwork to match adjacent pavement, curb, no water. 4. When the work does not include construction of base or pavement, shape the entire
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/implemented/1201201.impl.pdf?sfvrsn=48130aaa_03270301.comm
3270301 MILLING OF EXISTING ASPHALT PAVEMENT COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Noles (305) 794-3728 tnoles@hardesty-hanover.com Comments: (2-28-17, Industry) Before opening an area which has been milled to (accept temporary) traffic, sweep the pavement and gutters with a power broom or other approved equipment to remove, to the greatest extent practicable, fine material which will create dust under traffic. Sweep in a manner to minimize the potential for creation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/comments-responses/3270301.comm.pdf?sfvrsn=b622327_0SP3500200.comm
SP3500200 CEMENT CONCRETE PAVEMENT – COLORED CONCRETE INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Tom Malerk 352-538-7227 tmalerk@fcpa.org Comments: (4-12-16) Remove "a water reducing admixture" in the second sentence. This is a property specific to one pigment manufacturer. Pigment is a finely divided powder, concrete pavement material requirement be developed for roundabout applications to provide an accelerated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/sp3500200.comm.pdf?sfvrsn=e52753ac_04300048SS
430 FINALPIPEINSPECTION. (REV6-17-04)(FA6-29-04)(1-05) SUBARTICLE430-4.8(Page393)isdeletedandthefollowingsubstituted: 430-4.8FinalPipeInspection: Based on contract pavement type, upon completion of placement of concrete pavement or the placement of structural asphalt, but prior to placement of asphalt friction course, dewater installed pipe and provide the Engineer with a video taping schedule. Provide the Engineer with a video tape of pipe 48 inches [1,200 mm] or less in diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ss.pdf?sfvrsn=e1196e6c_04300048SS
430 FINALPIPEINSPECTION. (REV6-17-04)(FA6-29-04)(1-05) SUBARTICLE430-4.8(Page393)isdeletedandthefollowingsubstituted: 430-4.8FinalPipeInspection: Based on contract pavement type, upon completion of placement of concrete pavement or the placement of structural asphalt, but prior to placement of asphalt friction course, dewater installed pipe and provide the Engineer with a video taping schedule. Provide the Engineer with a video tape of pipe 48 inches [1,200 mm] or less in diameter
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4300048ssd1f1fffcea28476695ce337db86743f8.pdf?sfvrsn=80648338_0