VISIBILITY STUDY definition

VISIBILITY STUDY. See Location Sketch (Page 3) Train Speed MPH Roadway Speed MPH Required Stopping Sight Distance (SSD) Along Roadway FEET Along Tracks FEET Reqd. Clearing Sight Dist. (CSD) (Along Tracks) FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE 100 Mature Crops in Adj. Field NW 50 Mature Crops in Adj. Field SE 100 Mature Crops in Adj. Field SW 100 Mature Crops in Adj. Field *Note: Automatic flashing light signals and gates (AFLSG) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES: See Location Sketch (Page 3) DIRECTION/West DIRECTION/East DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 0 100’ --- 0 100’ --- Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. Staff recommends that the GCPF be used pay 95% of the cost to install new automatic flashing lights signals & gates, event recorder, remote monitor, and track circuits, and that the UP pay all remaining installation costs. Staff also recommends that the Clinton Township Road District be required to pay 100% of the costs to install Advance Warning Signs (W10-1) along both roadway approaches to the crossing, per the minimum requirements of the Manual on Uniform Traffic Control Devices (MUTCD), current edition, and 92 Ill. Adm. Code 1535.310 (see Exhibit D). SA 2145 Exh. A, Page 3 Material And Force Account Estimate ICC Estimate Creation Date: 03/09/2021 Number: 133236 Version: 1 Estimate Good Until 03/09/22 Location: XXXX GROVE SUB, SIMN, 26.14-63.8 Buy America: Yes Description of Work: SHABBONA, IL, XXX ROAD, M.P. 37.17. XXXX GROVE SUBDIVISION, DOT#175778K, WO#58092, PID#116791, (95% ICC / 5% UPRR). COMMENTS Description QTY UOM Unit LABOR MATERIAL TOTAL UP 05% Cost SIGNAL Agncy 95% Xing - Engineering Design 1 LS 5,027.00 5,027 0 5,027 251 4,776 Xing - 1 Trk CWE w/Gates 1 EA 131,584.00 41,200 90,384 131,584 6,579 125,005 Xing - CAR14/24 (IL) 1 LS 6,482.00 3,840 2,642 6,482 324 6,158 Xing - Intermediate Signal 1 EA 13,165.00 5,536 7,629 13,165 658 12,507 Xing - IXS Track Circuit 1 EA 14,951.00 5,536 9,415 14,951 748 14,203 Xing - Meter Service 1 LS 15,000.00 0 15,000 15,000 750 14,250 Xing - Fill/Rock/Gravel 1 LS 5,000.00 0 5,000 5,000 250 4,750 Xing - Boring 1 LS 10,000.00 0 10,000 10,000 500 9,500 C-MIPP PROJ...
Sample 1
VISIBILITY STUDY. See Location Sketch Train Speed 25 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 248 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 601 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION XX Xxxxx. Debris Piles off R.R. XXX Xxxxx. Bldgs, Topography & Debris Piles off R.R. ROW XX Xxxxx. Topography & Trees off R.R. XXX Xxxxx. Bldgs, Topography & Trees off R.R. ROW SE OK Xxxx Xxxxx. Buildings off R.R. ROW XX Xxxxx. Topography & Trees off R.R. XXX Xxxxx. Bldgs, Topography & Trees off R.R. ROW *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES**: See Page 3 DIRECTION/North DIRECTION/South DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 99.9 0.4% 25 100.7 -2.8% 50 100.1 -0.8% 50 101.6 -3.6% Distance measured from outermost rail. COMMENTS: See Page 3 for a Location Sketch (Aerial Photo) of the crossing. **Due to a skewed crossing angle/superelevation of the rails, the south rail is approximately
Sample 1
VISIBILITY STUDY. See Location Sketch Train Speed 25 MPH Roadway Speed 45 MPH Required Stopping Sight Distance (SSD) Along Roadway 388 FEET Along Tracks 256 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 601 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. QUADRANT CSD (FT) OBSTRUCTION SSD (FT) OBSTRUCTION NE ok none obstr* *tall crops may obstruct NW ok none obstr* *tall crops may obstruct SE ok none obstr* *tall crops may obstruct SW ok none obstr* *tall crops may obstruct *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES2: See Page 3 DIRECTION/North DIRECTION/South DISTANCE (FT) ELEVATION (FT) GRADE (%) DISTANCE (FT) ELEVATION (FT) GRADE (%) 25 99.6 1.6% 25 98.8 4.8% 50 99.2 1.6% 50 97.1 6.8% Distance measured from outermost rail. COMMENTS: McLean County Highway Department (County) has estimated roadway approach costs, in the amount of $222,000, will be necessary to meet the minimum grade requirements of 92 Ill. Adm. Code 1535.204. Staff recommends that the Grade Crossing Protection Fund (GCPF) be used to pay 100% of the estimated approach costs, in an amount not to exceed $222,000. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costs.
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Examples of VISIBILITY STUDY in a sentence

  • ADVANCE WARNING No PAVEMENT MARKING No RAILROAD DATA: See Location Sketch (Page 3) FREIGHT TRAFFIC 8/day @ 40 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks/YIELD Signs NOTES: VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 40 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 150 FEET Along Tracks 360 FEET Reqd.

  • ADVANCE WARNING Yes, on Both Approaches PAVEMENT MARKING None RAILROAD DATA: See Location Sketch FREIGHT TRAFFIC 19/day @ 60 MPH PASSENGER TRAFFIC None WARNING DEVICES AFLS/Crossbucks NOTES: VISIBILITY STUDY: See Location Sketch Train Speed 00 XXX Xxxxxxx Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 593 FEET Reqd.

  • SA 2017 Exhibit A VISIBILITY STUDY: See Location Sketch Train Speed 10 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway 222 FEET Along Tracks 99 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 240 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition.

  • ADVANCE WARNING Yes PAVEMENT MARKING N/A – Oil and Chip RAILROAD DATA: See Location Sketch (Page 3) FREIGHT TRAFFIC 12/day @ 60 MPH PASSENGER TRAFFIC NO WARNING DEVICES Automatic Flashing Light Signals (AFLS), No Gates NOTES: SA 2298 Exhibit A1 VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 60 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 520 FEET Along Tracks 647 FEET Reqd.

  • VISIBILITY STUDY: See Location Sketch Train Speed 79 MPH Roadway Speed 30 MPH Required Stopping Sight Distance (SSD) Along Roadway FEET Along Tracks FEET Required Clearing Sight Distance (CSD) (Along Tracks) FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition.

  • ADVANCE WARNING No PAVEMENT MARKING No RAILROAD DATA: See Location Sketch (Page 3) FREIGHT TRAFFIC 7/day @ 50 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks/YIELD Signs NOTES: VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 40 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 150 FEET Along Tracks 360 FEET Reqd.

  • Yes PASSENGER TRAFFIC No WARNING DEVICES Crossbuck w/ YIELD signs NOTES: VISIBILITY STUDY: See Location Sketch Train Speed 49 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 518’ FEET Along Tracks 530’ FEET Required Clearing Sight Distance (CSD) (Along Tracks) 1177’ FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition.

  • All Food and Beverage served on the premises, in meeting rooms and guest rooms, must be supplied, prepared and served by the Hotel.

  • VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed MPH Roadway Speed MPH Required Stopping Sight Distance (SSD) Along Roadway FEET Along Tracks FEET Reqd.

  • ADVANCE WARNING YES PAVEMENT MARKING No RAILROAD DATA: See Location Sketch (Page 3) FREIGHT TRAFFIC 13/day @ 60 MPH PASSENGER TRAFFIC NO WARNING DEVICES Active Flashers NOTES: SA 2281 Exhibit A2 VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 60 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 520 FEET Along Tracks 647 FEET Reqd.


More Definitions of VISIBILITY STUDY

VISIBILITY STUDY. See Location Sketch Train Speed 49 MPH Roadway Speed 55 MPH Required Stopping Sight Distance (SSD) Along Roadway 483 FEET Along Tracks 504 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 1174 FEET Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. COMMENTS: Crossing Meets Profile Requirements See Page 3 for a Location Sketch (Aerial Photo) of the crossing. EXHIBIT A-1, PAGE 3 -- SA 1509 U.S. DOT#: 176904F Warning Device Description Type of Device: AFLS Number Of Devices: CrossBucks: 2 Cantelever: 0 Bells: 2 Gates: 0 WigWags: 0 Pedestrian Gates: 0 Flashing Lights Pairs: 4 Masts: 2 Mast Locations Edge of Road (Ft) Edge of Rail (Ft)
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Related to VISIBILITY STUDY

  • Feasibility Study means the evaluation and analysis of the potential of a project, which aims at supporting the process of decision-making by objectively and rationally uncovering its strengths and weaknesses, opportunities and threats, as well as identifying the resources required to carry it through and ultimately its prospects for success;

  • Interconnection Feasibility Study means either a Generation Interconnection Feasibility Study or Transmission Interconnection Feasibility Study.

  • Development Site means any parcel or lot on which exists or which is intended for building development other than the following:

  • Study means the investigation to be conducted in accordance with the Protocol.

  • Development Area means that area to which a development plan is applicable.

  • Interconnection Study means any of the studies defined in the CAISO Tariff or, if applicable, any distribution provider’s tariff that reflect the methodology and costs to interconnect the Project to the Participating Transmission Owner’s electric grid.

  • Project Scope means the description or activity of work to be accomplished on the project.

  • Development Work means the conduct of preclinical and clinical trials, the compilation of the regulatory dossier concerning Licensed Products and the conduct of other work necessary or useful for obtaining Regulatory Approval of Licensed Products.

  • Massive Multiauthor Collaboration Site (or “MMC Site”) means any World Wide Web server that publishes copyrightable works and also provides prominent facilities for anybody to edit those works. A public wiki that anybody can edit is an example of such a server. A “Massive Multiauthor Collaboration” (or “MMC”) contained in the site means any set of copyrightable works thus published on the MMC site.