7241 search results for Pavement
E3Y19BidTabs
, and signing and pavement markings on SR 87 from SR 30 (US 98) to S of CR 399 (East Bay Blvd.) in Santa, 12.00000 2,400.00 0040 0102 78 1 TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 1,339.000, 64.00000 8,512.00 0090 0327 70 5 MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 67,876.000 SY, PAVEMENT, 1 1/2" AVG DEPTH 13,292.000 SY 3.14000 41,736.88 2.50000 33,230.00 2.50000 33,230.00, 4,945.32 5.00000 7,230.00 9.80000 14,170.80 0140 0710 11101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d3/bidtabs/2025/apr10/e3y19bidtabs.pdf?sfvrsn=cd7959cc_1706-001
PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB NOTES: marking that it is supplementing. the same color as the pavement 4. Make the traffic face of the RPM see Index 711-003. 3, OF RAISED PAVEMENT MARKERS 11/01/18 6" Yellow (10'-30') 6" Black Contrast Y/Y RPMs (Typ.) 6, = RAISED PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB 23'-6" 2'-4" 2 ' - 3 " 6 " 6" 6 2 706-001 TYPICAL PLACEMENT OF RAISED PAVEMENT MARKERS 11/01/21 Median Or Island 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2025/idx/706-001.pdf?sfvrsn=ebecfe9f_1E8U45
, signing, pavement marking, traffic signals and Intelligent Transportation System (ITS) improvements, (43546115201) LS 1.000 0102- 2-200 SPECIAL DETOUR- TEMPORARY PAVEMENT (43546115201) LS 1.000 0102, - 70- 1 MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH SY 2,311.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 689.000 0327- 70- 8 MILLING EXISTING ASPHALT PAVEMENT, 2 1/2" AVG DEPTH SY 8,343.000 0327- 70- 9 MILLING EXISTING ASPHALT PAVEMENT, 5 1/4" AVG DEPTH SY 1,609.000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2024/apr16/e8u45325b695f-06a7-4783-811a-8c2422405caf.pdf?sfvrsn=e79268a2_1E51F9BidTabs
, widening, sidewalks, drainage, and signing and pavement markings along SR A1A from Osprey Drive, 329.37000 38,898.60 240.00000 28,344.00 0130 0327 70 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH, EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 1,527.000 SY 8.00000 12,216.00 3.50000 5,344.50 7.90000 12,063.30 0140 0327 70 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 14,604.000 SY, 3,780.00 1,700.00000 3,400.00 0230 0706 1 3 RAISED PAVEMENT MARKER, TYPE B 5,576.000 EA 4.85000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/bid-tabs/2024/apr02/e51f9bidtabs.pdf?sfvrsn=badfdb63_1706-001
PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB NOTES: marking that it is supplementing. the same color as the pavement 4. Make the traffic face of the RPM see Index 711-003. 3, OF RAISED PAVEMENT MARKERS 11/01/18 6" Yellow (10'-30') 6" Black Contrast Y/Y RPMs (Typ.) 6, = RAISED PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB 23'-6" 2'-4" 2 ' - 3 " 6 " 6" 6 2 706-001 TYPICAL PLACEMENT OF RAISED PAVEMENT MARKERS 11/01/21 Median Or Island 6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/706-001.pdf?sfvrsn=2cefd6da_12024-03-12 New York Pedestrian Overpass Phase IIR - SPM
DEPARTMENT OF TRANSPORTATION POLK COUNTY INDEX OF SIGNING AND PAVEMENT MARKING PLANS SIGNING AND PAVEMENT MARKING PLANS ENGINEER OF RECORD: MARKING PLANS SIGNING AND PAVEMENT VENDOR, S-2 S-1 SIGNING AND PAVEMENT MARKING PLANS GENERAL NOTES TABULATION OF QUANTITIES SIGNATURE, AS 700-1-60 SINGLE SIGN POST, REMOVE AS 706-1-3 RAISED PAVEMENT MARKER, TYPE B EA YELLOW/YELLOW EA 710-90 * PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS * PAINTED PAVEMENT MARKINGS, STANDARD WHITE, SOLID
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy-25-26/ad--26141/2024-03-12-new-york-pedestrian-overpass-phase-iir---spm.pdf?sfvrsn=7305d3a5_120240202_445295-1_SR 471_18030
. No: 18030 CR 478A State of Florida Department of Transportation PAVEMENT EVALUATION AND CONDITION DATA, No. MP Distance from left edge of lane (ft) Lane Wheel Path Pavement Layer (in.) Base Crack, = Severe Pavement Condition: G= Good; F= Fair; P= Poor Crack Types: A= Alligator; Bl= Block; Br= Branch, of Pavement Project No.: Cored By: Date: Page No.: 2 of 4 County: From: To: SR 35 (US 301) Road, Sect. No: 18030 CR 478A State of Florida Department of Transportation PAVEMENT EVALUATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/18/20240202_445295-1_sr-471_18030.pdf?sfvrsn=4e8163e3_1D1100000
pavement, and other facilities necessary to prepare the area for the proposed construction. Remove, , foundations, floors, basements, steps, connecting concrete sidewalks or other pavement, septic tanks, :Onconcretebridgestobepartiallyremoved and widened, remove concrete by manually or mechanically operated pavement, to acceptance by the Department. 110-7 Removal of Existing Pavement. Remove and dispose of existing rigid portland cement concrete pavement, sidewalk, slope pavement, ditch pavement, curb, and curb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d1100000.pdf?sfvrsn=9b316a3d_0706-001
PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB NOTES: marking that it is supplementing. the same color as the pavement 4. Make the traffic face of the RPM see Index 711-003. 3, OF RAISED PAVEMENT MARKERS 11/01/18 6" Yellow (10'-30') 6" Black Contrast Y/Y RPMs (Typ.) 6, = RAISED PAVEMENT MARKER EOP = EDGE OF PAVEMENT B/C = BACK OF CURB 23'-6" 2'-4" 6" 2 ' - 6 " 2 ' - 6 " 6 2 706-001 TYPICAL PLACEMENT OF RAISED PAVEMENT MARKERS 11/01/25 Median
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/idx/706-001.pdf?sfvrsn=5e3a93fe_1Historical Item Averages Market Area 02
6,642.000 SY N SPECIAL DETOUR- TEMPORARY PAVEMENT 0102 2300 4 $234.55 $334,000.00 1,424.000 CY N SPECIAL, TEMPORARY RAISED/RETROREFLECTIVE PAVEMENT MARKER, TYPE D 0102 89 1 2 $1,345.26 $25,560.00 19.000 LO N, $111,072.10 52,972.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 1" AVG DEPTH 0327 70 4 3 $2.25 $64,731.95 28,799.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH 0327 70 5 2 $1.36 $192,774.13 141,700.000 SY N MILLING EXISTING ASPHALT PAVEMENT, 2" AVG DEPTH 0327 70 6 7 $1.61 $1,076,006.55
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/fpo/fpc/reports/historicalitemaveragecost/moving/market-area/pdf/historical-item-averages-market-area-02.pdf?sfvrsn=6fcd1794_5D9300000.do
930 PACKAGED,DRY,RAPIDHARDENEDANDVERYRAPIDHARDENED CONCRETEORMORTARMATERIALSFORCONCRETEREPAIR. (REV11-30-01)(FA1-10-02)(7-02) SECTION930(Pages847-852)isdeletedandthefollowingsubstituted: SECTION930 PACKAGED,DRY,RAPIDHARDENEDANDVERYRAPID HARDENEDCONCRETEORMORTARMATERIALSFOR CONCRETEREPAIR 930-1Description. ThisSectioncoversthematerials for packaged, dry, cementitious concrete or mortar materials for rapid repairs to hardened portland cement concrete pavements and structures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9300000.do.pdf?sfvrsn=8da026fb_09710000.FHWA
to Part 655, Subpart F. Yellow Mmaterials for pavement markings shall meet the following performance, of a reflective surface, creating night visibility of the pavement markings without altering day, produce an adherent, reflective pavement marking capable of resisting deformation by traffic, Retroreflectivity: The 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9710000.fhwa.pdf?sfvrsn=c8cb14e8_0E4W72
course), lighting (luminaires), pavement markings (detectable, painted), signalization (signal cable, ASPHALT PAVEMENT, 3" AVG DEPTH SY 43,448.000 0334- 1- 53 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C, CABINET, REMOVE EXISTING CABINET EA 1.000 0710- 11-101 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 6" GM 2.115 0710- 11-123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR CROSSWALK AND ROUNDABOUT, 12" LF 5,617.000 0710- 11-125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID FOR STOP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2023/nov03/e4w72.pdf?sfvrsn=338071be_1E1V09
of milling and resurfacing, widening, pavement reconstruction, median modifications, curb and gutter, drainage improvements, sidewalks, driveway reconstruction, signing and pavement markings, lighting, - OPTIONAL BASE, BASE GROUP 13 SY 775.000 0327- 70- 4 MILLING EXISTING ASPHALT PAVEMENT, 3" AVG DEPTH SY 22,216.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 25,061.000 0334- 1- 13, ,TRAFFIC C, FC-12.5, PG 76- 22 TN 3,964.300 0339- 1- MISCELLANEOUS ASPHALT PAVEMENT TN 12.300 0425
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/feb15/e1v09.pdf?sfvrsn=563331b0_1453560 Technical Scope_Draft_rev
roadway. This project was identified as a result of deficient pavement conditions noted in the 2022 Pavement Condition Survey. Additional improvements to this roadway shall adhere to the standards set, Construction and the 2023 FDOT Flexible Pavement Design Manual (FPDM) The existing roadway components, system. Pavement Condition Assessment had not been completed by the Florida Department of Transportation (FDOT) at the time of this report. It is recommended that flexible pavement be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procuement_marketingd1/documents/fy24-25/ad--25120/453560-technical-scope_draft_rev.pdf?sfvrsn=11b52ee_120230515_448792-1_SR 513_70008
of Transportation PAVEMENT EVALUATION AND CONDITION DATA SHEET Highway Sect. No: 70008 Brevard 448792-1 Elipsis Engineering and Consulting 5/15 & 5/16/2023 SR 518 (Eau Gallie Blvd) SR 513 Pavement Layer, = Edge of Pavement Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F= Fair, " indicates full depth crack to the base. EOP = Edge of Pavement * = Refer to Aerial Coring Plan for a more accurate location Crack Extent: L= Light; M= Moderate; S= Severe Pavement Condition: G= Good; F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d5/70/20230515_448792-1_sr-513_70008.pdf?sfvrsn=d09479bb_1E8V92
- TEMPORARY PAVEMENT (45208215201) LS 1.000 0102- 2-300 SPECIAL DETOUR- TEMPORARY EARTHWORK/BASE, 2,780.000 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH SY 272.000 0327- 70- 19 MILLING EXISTING ASPHALT PAVEMENT, 3/4" AVG DEPTH SY 12,988.000 0334- 1- 13 SUPERPAVE ASPHALTIC, PAVEMENT TN 10.800 0400- 2- 11 CONCRETE CLASS II, RETAINING WALLS CY 126.900 0415- 1- 3 REINFORCING, " THICK SY 61.000 0524- 1- 2 CONCRETE DITCH PAVEMENT, NON REINFORCED, 4" SY 146.000 0524- 2- 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2025/may06/e8v92.pdf?sfvrsn=a8b5d3b2_12023FDMPart2DesignCriteria
and pavement marking designs in transition areas is an important aspect in meeting driver expectancy. See, shoulders • Pavement crown, cross slope, and superelevation January 1, 2023 2 Topic #625-000-002, Traffic forecasting is also used in pavement design to determine the vehicular loadings on the pavement. The proposed pavement design must provide structural strength through the pavement’s service life. Refer to the FDOT Pavement Design Manuals for guidance on selecting an appropriate design
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2023/2023fdmpart2designcriteria.pdf?sfvrsn=88f5d496_22024FDM223Bikes
pavement marking in accordance with Standard Plans, Index 711-002 and the MUTCD, the edge of travel lane to the edge of pavement. For new construction projects when a bicycle lane has, not exceed 7 feet in width (including the buffer). Any additional pavement width that results from, ), the width of the bicycle lane depends on the width of the available roadway pavement, pavement is continuous to the face of guardrail or barrier, the minimum bicycle lane width is 5 feet. See
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/review/2024fdm223bikes.pdf?sfvrsn=16d36cee_120230614_209469-3_SR202_72292
1.817-1.837, MP 1.875-1.984 Pavement Evaluation Coring and Condition Data Cored By: UNIVERSAL 06/14/22, 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 e n g, approach Bridge deck for Bridge No. 720146 (Equip. Crossing) +/- 10' from approach Remarks:Pavement change all Left Lanes: MP 1.626, 3.869; Pavement change all Right Lanes: MP 1.220, 3.751, 4.142, 4.629; Pavement change Lane L5: MP 4.900 Lane R2/3 spalled to structural: MP 7.160 +/- 10' from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/coringdata/d2/72/20230614_209469-3_sr202_72292.pdf?sfvrsn=48dd595e_1