7247 search results for Pavement

2024-03-12 New York Pedestrian Overpass Phase IIR - Roadway

+77.56 END PROJECT STRUCTURE PLANS LIGHTING PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY, SYSTEM 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0337- 7- 83 FC-12.5, PG, PERFORMANCE TURF, SOD 0710- 11- 123 CROSSWALK AND ROUNDABOUT, 12" PAINTED PAVEMENT MARKINGS, STANDARD, Romain.Gayet@jacobs.com 3/11/2024 12:32:08 PM Signing and Pavement Markings Summary of Pay Items, BEACONS AS EA 710- 90 * PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS LF THERMOPLASTIC, STANDARD

2024-03-12 New York Pedestrian Overpass Phase IIR - Roadway - Rev 1

+77.56 END PROJECT STRUCTURE PLANS LIGHTING PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY, PROTECTION SYSTEM 0327- 70- 6 MILLING EXISTING ASPHALT PAVEMENT, 1 1/2" AVG DEPTH 0337- 7- 83, - 1- 2 PERFORMANCE TURF, SOD 0710- 11- 123 CROSSWALK AND ROUNDABOUT, 12" PAINTED PAVEMENT MARKINGS, \CESSRD01.dgn Romain.Gayet@jacobs.com 3/11/2024 12:32:08 PM Signing and Pavement Markings Summary of Pay, POWERED, TWO BEACONS AS EA 710- 90 * PAINTED PAVEMENT MARKINGS, FINAL SURFACE LS LF THERMOPLASTIC

Final Estimates Level 1 Manual

and the construction will be done to design elevations. D. Paver screeds are calibrated to lay down pavement, 97 i) Sign locations that were changed and pavement markings that were modified. j) All signal

EEO OFFICER LIST 7 20 20

PAVEMENT BRANY BERGER 2018/01/19 (386) 546-5002 brany@airsidepm.com AISE SERVICE INC JOSE V PEREZ

EEO Officer List 5 20 20

nrsmith@amiengr.com SURVEYING INC AIRSIDE PAVEMENT BRANY BERGER 2018/01/19 (386) 546-5002 brany@airsidepm.com

EEO Officer List

SURVEYING INC AIRSIDE PAVEMENT BRANY BERGER 2018/01/19 (386) 546-5002 brany@airsidepm.com AISE SERVICE

E1W47Addendum002

: ....................................................... 6 2 P. Signing and Pavement Marking Plans, . Additionally, construct “PED XING” pavement messages 150 feet in advance of crossings approaching, preformed pavement marking speed limit (30 MPH) shields (36” X 48”) in each thru lane approaching, and 580+00, westbound). Additionally, W3-5 (30 MPH AHEAD) preformed pavement marking shields (36” x 36

E1W47Addendum003

/Permits/Mitigation: ....................................................... 6 3 P. Signing and Pavement, , per the TEM. Additionally, construct “PED XING” pavement messages 150 feet in advance of crossings, the Concept plans. Construct preformed pavement marking speed limit (30 MPH) shields (36” X 48”) in each, ; and approximately Sta. 586+10 and 580+00, westbound). Additionally, W3-5 (30 MPH AHEAD) preformed pavement

E1W47RFP

: ....................................................... 6 2 P. Signing and Pavement Marking Plans, ” subpanel, per the TEM. Additionally, construct “PED XING” pavement messages 150 feet in advance, the Concept plans. Construct preformed pavement marking speed limit (30 MPH) shields (36” X 48, ; and approximately Sta. 586+10 and 580+00, westbound). Additionally, W3-5 (30 MPH AHEAD) preformed pavement

E1W47Addendum010

/Permits/Mitigation: ....................................................... 6 2 P. Signing and Pavement, , construct “PED XING” pavement messages 150 feet in advance of crossings approaching the RRFBs. Multilane, pavement marking speed limit (30 MPH) shields (36” X 48”) in each thru lane approaching the DDI signals, , westbound). Additionally, W3-5 (30 MPH AHEAD) preformed pavement marking shields (36” x 36”) at stations

fdot-bed25-977-19-rpt

are detected and promoting the use of reflective pavement marking materials were also recommended, ..................................... 19 Figure 2-9. Pavement marking at a large signalized, CPFM Continuous Pavement Friction Measurement CRF Crash Reduction Factor CUTR Center for Urban

FINAL I-95 Managed Lanes Master Plan Report (2)

(GUL), four-foot (4’) wide buffer pavement striping separating the GUL from the HOV lanes, 15-foot

ORD1012-DrainageDesignAnd3DModelingwPlansDevelopment

) publication “Drainage of Highway Pavements” as well as the procedures in the A m e r i c a n A s s

44592625201-PLANS-01-ROADWAY

AND PAVEMENT MARKING PLANS ROADWAY PLANS CONTRACT PLANS COMPONENTS KEY SHEET OF EACH COMPONENT

2024 BOE Manual

, Superpave, Friction Courses 349 Ultra High Performance Concrete 350-353 Concrete Pavement 400, 523 Patterned/Textured Pavement Topic No. 600-000-002 2024 Edition Basis of Estimates, , Detectors, Cabinets 700-706 Signing, Delineators, RPM’s 709-714 Pavement Markings: Paint, Thermo

2025 BOE Manual

, Superpave, Friction Courses 349 Ultra High Performance Concrete 350-353 Concrete Pavement 400, Patterned/Textured Pavement 530 Riprap 534 Sound Barriers 536-538 Guardrail 550 Fencing, , Delineators, RPM’s 709-714 Pavement Markings: Paint, Thermo, Tape 715 Lighting: Poles, Conduit (see also

2026 BOE Manual

FMTP24_TM3_Trends

44737915201-PLANS-01-ROADWAY (1)

LOCATION URL: LIGHTING PLANS SIGNALIZATION PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY, N G MAINLINE MILLING PAVEMENT FOR DEPTH (3 1/2") MILL EXISTING ASPHALT M A T C H E X I, MILLING PAVEMENT FOR DEPTH (1 1/2”) MILL EXISTING ASPHALT SIDESTREET RESURFACING TYPE SP STRUCTURAL, N G MAINLINE MILLING PAVEMENT FOR DEPTH (3 1/2") MILL EXISTING ASPHALT MAINLINE RESURFACING, ”) AND SIDESTREET MILLING PAVEMENT FOR DEPTH (1 1/2”) MILL EXISTING ASPHALT � SURVEY SR 55

MPOAC-Staff-Directors-Committee-meeting-packet-April-2019

):  MPOs set their Bridge, Pavement and System Performance Targets on Nov. 14, 2018 and FDOT completed, amendments made after May 20, 2019 must address bridge, pavement and system performance targets, and partners o Coordinated with FDOT staff on the HPMS pavement data for MPO use. Task 3.5 – MPOAC