7247 search results for Pavement

EEO Officer list24

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

EEO Officers List 3 7 24

RIVERA-SMITH 2007/12/03 2393324569 2393320706 nrsmith@amiengr.com SURVEYING INC AIRSIDE PAVEMENT

EEO Officer List 2 19 24

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

WFServlet-EEO 2024

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

44912015201-PLANS-01-ROADWAY

CONTROL PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS 444807-5-52-01, 454032-1-52-01, TYPE SP STRUCTURAL COURSE (TRAFFIC C) (1 1/2") MAINLINE MILLING PAVEMENT FOR DEPTH (3 3/4") MILL, COURSE (TRAFFIC C) (3") AND SHOULDER MILLING MILL EXISTING ASPHALT PAVEMENT (1 1/2") P C CURVE, WILL BE PROCESSED. THIS PROJECT IS NOW CONSIDERED A PAVEMENT ONLY PROJECT. THEREFORE, 1. U U C EXIST. LA, TO PLACE FRICTION COURSE AND FINAL PAVEMENT MARKINGS. OPEN ALL LANES TO 1. PHASE III DATE

44912015201-PLANS-01-ROADWAY (1)

NOTES 8-15 ROADWAY PLANS 16-18 TEMPORARY TRAFFIC CONTROL PLANS SIGNING AND PAVEMENT MARKING PLANS, 1/2") MAINLINE MILLING PAVEMENT FOR DEPTH (3 3/4") MILL EXISTING ASPHALT MAINLINE RESURFACING, MILLING MILL EXISTING ASPHALT PAVEMENT (1 1/2") P C CURVE DATA C1 PI STA. = 88+76.68 ¬ = 64°41'07, OR VARIATIONS WILL BE PROCESSED. THIS PROJECT IS NOW CONSIDERED A PAVEMENT ONLY PROJECT. THEREFORE, 1. U, TO PLACE FRICTION COURSE AND FINAL PAVEMENT MARKINGS. OPEN ALL LANES TO 1. PHASE III DATE

3460000.FHWA

environments: Class I 3,000 psi, Class I (Pavement) 3,000 psi (Pavement)psi, and Class II 3400 psi, Slump Value (inches) (c) STRUCTURALtructural CONCRETEoncrete I (a) 3,000 3 (b) I (Pavement, cubic yard Maximum Water to Cementitious Materials Ratio pounds per pounds* I 470 0.53 I (Pavement, I (Pavement) 2,000 square yards, or one day’s production, whichever is less II, II (Bridge Deck

Noise Practitioners Handbook_July 2025

Noise Practitioners Handbook_September 2025

Statewide NMTMP Meeting 2025 DAY 2

 Assessments • Pavement Condition • Structure Integrity  Data Collected • Trail Geometry, Department of Transportation TRAIL MAINTENANCE CONCERNS Crossbar Covered with Silt Poor Pavement, reduction from 40 mph to 30 mph • 3 new crosswalks with PHBs, raised crosswalks and in-pavement lighting • Upgrade 3 existing PHBs with raised crosswalks and in-pavement lighting • Narrowed lanes, • In road pedestrian pavement markings • Enhanced lighting and dynamic speed feedback signs

CHAPTER 2

through an established pavement management plan. 4) The physical condition of the roadway as measured, is considered a feeder road. E. Information as evidenced to the Department through an established pavement, as evidenced to the Department through an established pavement management plan. • Other criteria, , which may be evidenced through an established pavement management plan. 5) The physical condition, an established pavement management plan. F. Other criteria related to the impact of a project

Section 106 Progromatic Agreement

E1W47Addendum001

: ....................................................... 62 P. Signing and Pavement Marking Plans

44965615201-PLANS-01-ROADWAY

PLANS SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS F L O R I D A ' S T H E O F, COURSE FC-12.5 (TRAFFIC C) (2") (PG 76-22) MILLING AND RESURFACING MILL EXIST. ASPHALT PAVEMENT, PAVEMENT FOR DEPTH (2") RESURFACE WITH FRICTION COURSE FC-12.5 (TRAFFIC C) (2") (PG 76-22, . WIDENING PROPOSED CURB AND GUTTER PROPOSED EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT SAWCUT, PAVEMENT MARKINGS ACCORDING TO THE SIGNING AND PAVEMENT MARKING PLAN AND UTILIZING FDOT STANDARD PLANS

ORD1012-ExistingFeatures3DModeling

. In the drop-down list of the FDOT Features tool, select Pavement . Notice that the tool, not such as Traffic Separators, Medians, or Curbed Islands within a terrain created for a pavement area, and traffic separator shapes within the US98 pavement shape as highlighted below, then follow each, with the PavtAsphalt_ep elements, choosing a linear feature definition of Pavement Asphalt Existing . 6, the Reflect Option is sweeping the shape towards the edge of pavement. Accept all options to begin

E8V33BidTabs

equipment construction, lighting, signing, pavement markings, drainage, signalization and Intelligent, ) PAVEMENT 40614385201 0235 0102 14 1,600.000 TRAFFIC CONTROL OFFICER HR 0240 0102 30 ( 573.000, 25,222.000 MILLING EXISTING ASPHALT SY PAVEMENT, 1 1/2" AVG DEPTH 0475 0334 1 12 13,753.600, , PG 76-22 0515 0339 1 363.300 MISCELLANEOUS ASPHALT PAVEMENT TN 0520 0400 0 11 272.100 CONCRETE, - TEMPORARY SY (LS) PAVEMENT 40614385201 0235 0102 14 1,600.000 TRAFFIC CONTROL OFFICER HR 0240 0102 30

Chapter7s3Redline

connection to an existing pavement. (E) Settle contract claims (for Supplemental Agreements only, placement, guardrail, drainage, signing, pavement marking, sidewalk, and transitions for maintenance, and resurfacing), friction course placement, guardrail, drainage, signing, pavement marking, sidewalk, (milling and resurfacing), friction course placement, guardrail, drainage, signing, pavement marking, , pavement marking, sidewalk, and transitions for maintenance of traffic. The DCE recommendation must

Chapter7s3

pavement. (E) Settle contract claims (for Supplemental Agreements only). (F) Make the project, , guardrail, drainage, signing, pavement marking, sidewalk, and transitions for maintenance of traffic, course placement, guardrail, drainage, signing, pavement marking, sidewalk, and transitions, and resurfacing), friction course placement, guardrail, drainage, signing, pavement marking, sidewalk, feathering (milling and resurfacing), friction course placement, guardrail, drainage, signing, pavement

PDE NSR_Template_12.05.25

of pavement of FORMTEXT [ROAD NAME] and the location where traffic noise levels would approach, dB(A) Variance dB(A) Validation Site #1 ~ FORMTEXT XX’ from Edge of Pavement 1 FORMTEXT [XX/XX, Validation Site #2 ~ FORMTEXT XX’ from Edge of Pavement 1 FORMTEXT [XX/XX/XX] FORMTEXT XX:XX FORMTEXT, ’ from Edge of Pavement 1 FORMTEXT [XX/XX/XX] FORMTEXT XX:XX FORMTEXT XX.X FORMTEXT XX.X FORMTEXT

44893615201-PLANS-01-ROADWAY_PH-IV

 SIGNING AND PAVEMENT MARKING PLANS ROADWAY PLANS LOCATION OF PROJECT RRR FROM E OF FLORAL DR, on this project. 6. Pavement Design –The pavement design package has been submitted for review by the Dept . The pavement design is reflected on the typical section sheets. 7. Driveways –A meeting, ) SHOULDERS, TURN LANES MILL EXISTING ASPHALT PAVEMENT (1" AVG DEPTH) FRICTION COURSE (FC-12.5) (TRAFFIC C) (PG 76-22) (1 1/2") MILL EXISTING ASPHALT PAVEMENT (2 1/2" AVG DEPTH) TYPE SP-12.5 STRUCTURAL