7241 search results for Pavement
E4X30
, driveways, prestressed pole), asphalt (milling, resurfacing), aluminum (signals pole), pavement markings, ) (44766215201) LS 1.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 17,440.000 0327- 70- 12 MILLING EXISTING ASPHALT PAVEMENT, 1 1/4" AVG DEPTH SY 5,429.000 0334- 1- 12 SUPERPAVE, , FC-9.5, PG 76- 22 TN 1,572.200 0350- 3- 1 PLAIN CEMENT CONCRETE PAVEMENT, 6" SY 186.000 0425- 5, - 2 PERFORMANCE TURF, SOD SY 1,054.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/dec06/e4x30.pdf?sfvrsn=9964b874_120250225_414506-4_SR 70_09060
. 0.00 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.18 0.16 0.18 14.00 Notes: Pavement Condition G - Good F - Fair P - Poor STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING, . Stabilization thickness was checked on 10% of the coring locations. For pavement design, assume 12 inches, 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.) Highlands 17.227
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/09/20250225_414506-4_sr-70_09060.pdf?sfvrsn=517bd70f_1E3X28BidTab
and replacement of existing reflective pavement markers (RPMs) and refurbishment or removal and replacement of thermoplastic pavement markings at four separate locations. Details and limits of work, , LLC (3) OGLESBY CONSTRUCTION, INC. Units ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0005 0710 11290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, CONSTRUCTION, INC. Units ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2023/sep14/e3x28bidtab.pdf?sfvrsn=5ffc2bbf_120230531_448764-1_SR 530 (US 192)_11210
lift 12 0.657 10 L3 X 0.8 1.8 1.3 4.0 LR 10.5 1.5 Br II M On joint between older and newer pavement for turning lane. Alligator cracking on old pavement 13 0.440 8 L3 1.0 2.0 3.0 LR 12.0 B A III M P, US 27 State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET, = Edge of Pavement SR 530 (US 192) 0.402 1.303 Core No. MP Distance from left edge of lane (ft.) Lane Wheel Path Pavement Layer (in.) Base Crack Pavt Cond. Rut Depth (in.) Cross
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/11/20230531_448764-1_sr-530-(us-192)_11210.pdf?sfvrsn=f52c1f1c_1Greenbook Chapter 18 - January 2023 Meeting Package
comparable to traffic on smooth pavement. Lane Widths: Tr a ffic volume and road function: Lane, . Existing Pavement conditions should be considered during the evaluation of installing Ground-In Rumble Strips outside of new construction and resurfacing. Addressing Existing Pavement Conditions, language Previously proposed language Proposed Greenbook Language D PAVEMENT MARKINGS D.1 Pavement Markings 6-inch pavement markings should be used for all pavement center line, lane separation line
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/greenbook-chapter-18---january-2023-meeting-package.pdf?sfvrsn=e6642bc2_120230911_447384-1_SR 45_13030
7.00 0.20 LAYER COEF. 0.00 0.25 0.25 0.00 0.20 0.18 0.14 0.08 Notes: Extent Pavement Condition, G - Good F - Fair P - Poor Madrid CPWG PAVEMENT LAYER (IN.) Manatee SR No.: Paved Lawn Overall Pavement Condition (from DMO field review): Fair Typical Section: Cored By: 12/21/2021 Median, % of the coring locations. For pavement design assume 12 inches of thickness for stabilization. 4, OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/13/20230911_447384-1_sr-45_13030.pdf?sfvrsn=b00638ff_1E4W82
, widening), pavement markings (painted, thermoplastic, raised marker), signing (single-post, multi, - OPTIONAL BASE, BASE GROUP 10 SY 11,387.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 376.000 0327- 70- 7 MILLING EXISTING ASPHALT PAVEMENT, 4" AVG DEPTH SY 35,550.000 0334- 1, SY 2,551.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 4.517 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 338.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jan05/e4w82.pdf?sfvrsn=b66b1ba3_120211012_447106-2_SR 536_75130
0.4 4.3 Branch crack -- RWP (just east of the pavement change) 75130-000 11 0.822 7.0 R2 1.1 0.7, = Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types, Remarks: Crack Depth of "B" indicates full depth crack to the base. EOP = Edge of Pavement SR 526, Pavement Layer (in.) Base State of Florida Department of Transportation PAVEMENT EVALUATION, (in)Type Class Extent 15 0.062 2.0 L1 X 1.6 4.0 5.6 LR -5.6 – – – – G 0.2 3.2 (Newer Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20211012_447106-2_sr-536_75130.pdf?sfvrsn=9d931f78_120211012_441143-2_SR 526_75030
= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator, = Edge of Pavement Crack Pavt Cond. Rut Depth (in) Cross Slope (%) Comments SR 526 1.069 2.209 Core No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET, 0.9 5.3 LR -5.3 – – – – F Core on both old/newer pavement, Should be Split Core, West Side
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/75/20211012_441143-2_sr-526_75030f6bd1ad8-2b5b-4f37-a622-88e81c09ce5c.pdf?sfvrsn=71b449b5_120210405_441950-1_SR 31_01030
DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County: F.A. Project, % of the coring locations. For pavement design assume 12 inches of thickness for stabilization. Lane, in the center of the lane. Lane Designations Crack Type Crack Rating Extent Pavement Condition Ardaman & Associates - Marwan Fasheh 1 PAVEMENT LAYER (IN.) Charlotte SR No.: Paved Lawn Overall Pavement, : STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION PAVEMENT EVALUATION CORING AND CONDITION DATA County
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d1/01/20210405_441950-1_sr-31_01030.pdf?sfvrsn=f4740459_1E58C5BidTabs
: Contract Time: Vendor Ranking Pavement Markings Project(s): 44410017215 (*) N/A Page 1 of 1, of thermoplastic pavement markings and RPMs. BUSINESS DEVELOPMENT INITIATIVE -- Bidders must be a "Small, ): 44410017215 (*) Fed Aid No: Pavement Markings N/A Contract Descr: Page 1 of 6 Tabulation, STRIPING LLC Units ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM, ( ) indicates item is bid as Lump Sum 0001 (PAVEMENT STRIPING (LARGE MACHINE) (LM SECTION: 0040
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/feb06/e58c5bidtabs.pdf?sfvrsn=8db89f5f_144912015201-ESTIMATES-QUANTITIES
BARRICADES ED 2 50 100 200 200 Phase I 2 50 100 Phase II 706 1 3 RAISED PAVEMENT MARKER, TYPE B EA 292 292 Phase I 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID 6" GM 0.3560 0.712 Phase I 0.3560 Phase II 0710 11131 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SKIP, 10-30 OR 3-9 SKIP 6" WIDE GM 0.7800 0.78 Phase I 0710 11201 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID 6" GM 0.3570 0.707 Phase I 0.3500 Phase II 0710 11160 PAINTED PAVEMENT MARKINGS, STANDARD
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25127/44912015201-estimates-quantities.pdf?sfvrsn=80b4c36b_1E8V48
(State Road 91). Major work includes bridge replacement, pavement realignment (reconstruction/widening), milling and resurfacing, maintenance of traffic (MOT) plan, signing and pavement marking, OF TRAFFIC (44852415201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (44852415201) LS 1.000, - OPTIONAL BASE, BASE GROUP 12 SY 21,933.000 0327- 70- 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH SY 929.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 1,040.000 0327
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may13/e8v48.pdf?sfvrsn=d39c5967_1SS5770000.review
the roadside to the desired typical section for proper drainage, protection of pavement edge, and to provide, and water as specified. Do not use any equipment that will damage the pavement or turf areas beyond, pavement from the pavement’s edge for a width of not more than 18 inches from the pavement’s edge. Disc, will be as follows: Drop Off from Edge of Pavement to Shoulder 1/2” to 1” maximum Shoulders 3/4 “ per foot, Material: Blade turf that has grown over the edge of existing pavement and from the pavement’s edge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/maintenance/review-package/ss5770000.review.pdf?sfvrsn=fd42e40b_09700000-122impl
970 MATERIALS FOR RAISED PAVEMENT MARKERS AND BITUMINOUS ADHESIVE. (REV 5-11-21) (FA 7-19-21, PAVEMENT MARKERS AND ADHESIVE 970-1 Raised Pavement Markers (RPMs). Manufacturers seeking evaluation, to the pavement such that no tab dislodges. 970-2.2.5 Retroreflective Sheeting: Provide retroreflective, inches. The depth of embedment of the RPM housing into pavement must be 2.5 inches or less, and the housing must project 0.75 inches or less above the pavement surface. RPMs must have a compressive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9700000-122impl.pdf?sfvrsn=299c4095_25460302.FHWA
: 546-3.2.1 General: Construct ground-inGrind rumble strips on asphalt pavement surfaces only. Before, snagging or tearing the finished pavement. On a daily basis, Bbefore opening the adjacent lane, pavement to the satisfaction of the Engineer, at no additional cost to the Department, when ground, . Apply the pavement markings over the ground-in rumble strip as shown in Design Standards, Index, and Ccollector roadways, verifymeasure depth every 500 feet. Measure depth as distance from pavement grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/5460302.fhwa.pdf?sfvrsn=e600242a_07130000SS
713 PREFORMED PAVEMENT STRIPES AND MARKINGS. (REV7-11-05)(FA8-9-05)(1-06) SECTION713, the tape stripes and markings adheres to the pavement surface. Offsetlongitudinallinesatleast2inches[50mm]from construction joints on portland cement concrete pavement. Applytrafficstripesormarkings only, . Applytrafficstripesandmarkings to the pavement by means approved by the Engineer. The stripes, in accordance with FM 5-541 and FM 5-579. Remove and replace pavement stripes and markings not meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7130000ssd4a69afbc901460ea421f8b8b23f52c2.pdf?sfvrsn=62ef5e20_07130000SS
713 PREFORMED PAVEMENT STRIPES AND MARKINGS. (REV7-11-05)(FA8-9-05)(1-06) SECTION713, the tape stripes and markings adheres to the pavement surface. Offsetlongitudinallinesatleast2inches[50mm]from construction joints on portland cement concrete pavement. Applytrafficstripesormarkings only, . Applytrafficstripesandmarkings to the pavement by means approved by the Engineer. The stripes, in accordance with FM 5-541 and FM 5-579. Remove and replace pavement stripes and markings not meeting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/7130000ss.pdf?sfvrsn=959a1843_0SS3270300
327 MILLING OF EXISTING ASPHALT PAVEMENT – CONSTRUCTION. (REV 1-26-10) (FA 2-2-10) (7-10, General: Remove the existing raised reflective pavement markers prior to milling. Include the cost of removing existing pavement markers in the price for milling. When milling to improve rideability or cross slope, remove the existing pavement to the average depth specified in the plans, in a manner that will restore the pavement surface to a uniform cross-section and longitudinal profile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3270300.pdf?sfvrsn=2fb9eec4_020240313_450626-1_SR 406_70002
Right TL to I-95 NB On-Ramp (thin pavement toward the bike lane keyhole) 14B 0.241 3.0 LRTL X 0.9 2.1 8.8 ABC 5.8 9.0 SL III S P WB Right TL to I-95 NB On-Ramp (thicker pavement toward the outside, full depth crack to the base. EOP = Edge of Pavement In lieu of MP for Ramp Cores, Location Distance Measured in Feet from Ramp Gore Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition, (%) Comments SR 406 Core No. MP Distance from left edge of lane (ft.) Lane Wheel Path Pavement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20240313_450626-1_sr-406_70002.pdf?sfvrsn=416850f0_1