VISIBILITY STUDY definition

VISIBILITY STUDY. See Location Sketch
VISIBILITY STUDY. See Location Sketch (Page 3) Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. *Note: Automatic flashing light signals and gates (AFLSG) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES: See Location Sketch (Page 3) Distance measured from outermost rail. 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 PROJECT MGMNT Xing - Misc. 1 LS 10,000.00 0 10,000 10,000 500 9,500 Xing - Remove Location 1 LS 2,000.00 2,000 0 2,000 100 1,900 FEDERAL W/O 110.43% (SIG) Xing - Labor Additive 1 LS 69,724.40 69,724 0 69,724 3,486 66,238 Sub-Total = 132,863 150,070 282,933 14,147 Totals = 132,863 150,070 282,933 14,147 Grand Total = $282,933 Disclaimer: The above figures are estimates only and are subject to fluctuation. In the event of an increase or decrease in cost or amount of material or labor requir...
VISIBILITY STUDY. See Location Sketch Train Speed 49 MPH Roadway Speed 55 MPH 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. Crossing Meets Profile Requirements See Page 3 for a Location Sketch (Aerial Photo) of the crossing. 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)

Examples of VISIBILITY STUDY in a sentence

  • ADVANCE WARNING No PAVEMENT MARKING No 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 Along Roadway 150 FEET Along Tracks 360 FEET Reqd.

  • VISIBILITY STUDY: See Location Sketch (Page 3) 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 YES FREIGHT TRAFFIC 4/day @ 10 MPH PASSENGER TRAFFIC NO WARNING DEVICES Active Flashers (No Gates) NOTES: VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 10 MPH Roadway Speed 40 MPH Along Roadway 100 FEET Along Tracks 326 FEET Reqd.

  • ADVANCE WARNING Yes, on Both Approaches PAVEMENT MARKING None FREIGHT TRAFFIC 19/day @ 60 MPH PASSENGER TRAFFIC None WARNING DEVICES AFLS/Crossbucks NOTES: VISIBILITY STUDY: See Location Sketch Train Speed 60 MPH Roadway Speed 55 MPH Along Roadway 222 FEET Along Tracks 593 FEET Reqd.

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

  • ADVANCE WARNING No PAVEMENT MARKING No 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 Along Roadway 150 FEET Along Tracks 360 FEET Reqd.

  • ADVANCE WARNING Yes, on Both Approaches PAVEMENT MARKING None FREIGHT TRAFFIC 19/day @ 60 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks/STOP Signs NOTES: VISIBILITY STUDY: See Location Sketch Train Speed 60 MPH Roadway Speed 55 MPH Along Roadway 222 FEET Along Tracks 592 FEET Reqd.

  • ADVANCE WARNING YES PAVEMENT MARKING NO FREIGHT TRAFFIC 4 /day @ 10 MPH PASSENGER TRAFFIC NO WARNING DEVICES Active Flashers (No Gates) NOTES: VISIBILITY STUDY: See Location Sketch (Page 3) Train Speed 10 MPH Roadway Speed 40 MPH Along Roadway 100 FEET Along Tracks 326 FEET Reqd.

  • ADVANCE WARNING Yes, on Both Approaches PAVEMENT MARKING None FREIGHT TRAFFIC 19/day @ 60 MPH PASSENGER TRAFFIC None WARNING DEVICES Crossbucks/YIELD Signs NOTES: VISIBILITY STUDY: See Location Sketch Train Speed 60 MPH Roadway Speed 30 MPH Along Roadway 222 FEET Along Tracks 593 FEET Reqd.

  • VISIBILITY STUDY: See Location Sketch Train Speed 10 MPH Roadway Speed 30 MPH 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.


More Definitions of VISIBILITY STUDY

VISIBILITY STUDY. See Location Sketch Train Speed 50 MPH Roadway Speed 55 MPH Along Roadway 520 FEET Along Tracks 540 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 1201 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. NE ok none obstr* *tall crops may obstruct NW ok* *acute crossing angle obstr* *tall crops may obstruct SE ok* *acute crossing angle 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 Pages 3 & 4 25 99.8 0.8% 25 98.8 4.8% 50 99.7 0.4% 50 95.7 12.4% Distance measured from outermost rail. See Pages 3 & 4 for a Location Sketch (Aerial Photo) of the crossing, and suggested profile corrections, respectively. Pike County Highway Department (County) has estimated roadway approach costs, in the amount of $160,000, 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 $160,000. Staff would normally recommend that the New Salem Township Road District pay 100% of the costs for the approach grade improvements. Due to documented financial hardship (Exhibit D), the Road District is unable to pay the costs for the approach grade improvements. Staff considers the proposed approach improvements important enough to recommend that the GCPF be used to pay those costs.
VISIBILITY STUDY. See Location Sketch Train Speed 40 MPH Roadway Speed 55 MPH Along Roadway 432 FEET Along Tracks 520 FEET Required Clearing Sight Distance (CSD) (Along Tracks) 961 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. *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES**: See Page 3 25 99.4 2.4% 25 99.5 2.0% 50 98.4 4.0% 50 98.7 3.2% Distance measured from outermost rail. See Page 3 for a Location Sketch (Aerial Photo) of the crossing. **Minor approach grade adjustments, to comply with the minimum requirements of 92 Ill. Adm. Code 1535.204 (Exhibit C1), are required of the Township in the course of the normal roadway maintenance cycle. The Township has indicated they have a maintenance/rehabilitation project programmed in the upcoming fiscal year on this roadway, and that the subject crossing will be within the limits of that planned work. SA 2035 - EXHIBIT A, Page 3 January 21, 2020 – REV. 2 Xxxxx Xxx The Indiana Railroad Company 0000 Xxxxx Xxxxxx Xxxxxx Xxxxxxxxxxxx, XX 00000 Xxxxx.Xxx@XXXX.xxx RE: INRD – 2200TH ST. – JASPER, IL – INDIANAPOLIS SUBDIVISION. – DOT 292457Y We are pleased to offer the below proposal and copy of the Preliminary Plans for your consideration: Material $101,393.71 Engineering $9,000.00 Shop Wiring $8,000.00 Field Installation $75,000.00 Construction Supervision $2,500.00 Power Service Upgrade $10,000.00 Distribution $2,000.00 Contingency 10% $20,789.37 Culverts/inlets boxes $125,000.00 Total $353,683.08 To add concrete culverts and inlet boxes would be approximately $125,000.00. This would be contingent on a civil engineering signing off on a design. Culvert/inlet work does not include any Permits. Crossing Signal Work Assumptions: • Material package will include standard equipment. A preliminary detailed material list is included. • Site visit for Diagnostic review required prior to final engineering. • Engineering in +30 Days, Delivery in +90 Days ARO. • Proposal includes Engineering, Materials, Shop Wiring, Freight, and Installation. • Power meter to be provided by XX Xxxxxx. Price includes commercial power upgrade. • Sales or Use Tax is not included (must add, if required). • No costs are included for bonds, permits, or insurance. • Prevailing Wages for on-site employees per: Illinois 2018 Prevailing Wage RatesP...
VISIBILITY STUDY. See Location Sketch (Page 3) Distances calculated per American Association of State Highway and Transportation Officials (AASHTO), A Policy on Geometric Design of Highways and Streets, 2001, Fourth Edition. *Note: Automatic flashing light signals and gates (AFLSG) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES: See Location Sketch (Page 3) Distance measured from outermost rail. 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 replace existing Cantilevered AFLS with automatic flashing lights signals & gates (AFLSG), event recorder, remote monitor, track circuits, and a hydrogen fuel cell generator, and that the CSX pay all remaining installation costs. Staff recommends that the CSX be responsible for all future maintenance and operating costs for the new automatic warning devices. ■■■■-■■■■■■ I(... ■■■■ ■Y"■ ■ ffi�•-t■" ■ ' .- -...■ ■ --■-■'- -�■■ " • ■■■■■■ ■ ■ ■■■■■■■■ ■■■■■■■■■■■• ■■■■■■■ ffi ■■■■■■■ ■ ■■■ ■ ■" ■"■■--■■ ■ffi. ■ ffi • l■._■.JII�:■ ■■■■■■■...-� ■ iii ·····� ■
VISIBILITY STUDY. See Location Sketch Train Speed 25 MPH Roadway Speed 45 MPH 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. 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 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. 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.
VISIBILITY STUDY. See Location Sketch Train Speed 25 MPH Roadway Speed 30 MPH 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. 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 *Note: Automatic flashing light signals and gates (AFLS&G) eliminate the need to satisfy minimum Sight Distance criteria. APPROACH GRADES**: See Page 3 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. 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

Related to VISIBILITY STUDY

  • Treatability study means a study in which a hazardous waste is subjected to a treatment process to determine: (1) Whether the waste is amenable to the treatment process, (2) what pretreatment (if any) is required, (3) the optimal process conditions needed to achieve the desired treatment, (4) the efficiency of a treatment process for a specific waste or wastes, or (5) the characteristics and volumes of residuals from a particular treatment process. Also included in this definition for the purpose of the § 261.4 (e) and (f) exemptions are liner compatibility, corrosion, and other material compatibility studies and toxicological and health effects studies. A “treatability study” is not a means to commercially treat or dispose of hazardous waste.

  • 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.

  • Generation Interconnection Feasibility Study means a study conducted by the Transmission Provider (in coordination with the affected Transmission Owner(s)) in accordance with Tariff, Part IV, section 36.

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

  • Firm Transmission Feasibility Study means a study conducted by the Transmission Provider in accordance with Tariff, Part II, section 19.3 and Tariff, Part III, section 32.3.

  • Phase I Study means a study in humans which provides for the first introduction into humans of a product, conducted in healthy volunteers or patients to obtain information on product safety, tolerability, pharmacological activity or pharmacokinetics, as more fully defined in 21 C.F.R. § 312.21(a) (or the non-United States equivalent thereof).

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

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

  • System Impact Study means an assessment by the Transmission Provider of (i) the adequacy of the Transmission System to accommodate a Completed Application, an Interconnection Request or an Upgrade Request, (ii) whether any additional costs may be incurred in order to provide such transmission service or to accommodate an Interconnection Request, and (iii) with respect to an Interconnection Request, an estimated date that an Interconnection Customer’s Customer Facility can be interconnected with the Transmission System and an estimate of the Interconnection Customer’s cost responsibility for the interconnection; and (iv) with respect to an Upgrade Request, the estimated cost of the requested system upgrades or expansion, or of the cost of the system upgrades or expansion, necessary to provide the requested incremental rights. “System Protection Facilities” shall refer to the equipment required to protect (i) the Transmission System, other delivery systems and/or other generating systems connected to the Transmission System from faults or other electrical disturbance occurring at or on the Customer Facility, and (ii) the Customer Facility from faults or other electrical system disturbance occurring on the Transmission System or on other delivery systems and/or other generating systems to which the Transmission System is directly or indirectly connected. System Protection Facilities shall include such protective and regulating devices as are identified in the Applicable Technical Requirements and Standards or that are required by Applicable Laws and Regulations or other Applicable Standards, or as are otherwise necessary to protect personnel and equipment and to minimize deleterious effects to the Transmission System arising from the Customer Facility.

  • Phase I Trial means a Clinical Trial, the principal purpose of which is preliminary determination of safety of an investigational product in healthy individuals or patients or that otherwise meets the requirements described in 21 C.F.R. §312.21(a), or similar Clinical Trial in a country other than the United States.

  • Phase II Trial means a clinical trial of a Licensed Product on patients, including possibly pharmacokinetic and dose ranging studies, the principal purposes of which are to make a preliminary determination that such Licensed Product is safe for its intended use and to obtain sufficient information about such Licensed Product’s efficacy to permit the design of further clinical trials, and generally consistent with 21 CFR §312.21(b), or its successor regulation, or the equivalent in any foreign country.

  • 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.

  • Development Phase means the period before a vehicle type is type approved.

  • Phase II Study means a human clinical trial, for which the primary endpoints include a determination of dose ranges and/or a preliminary determination of efficacy in patients being studied as described in 21 C.F.R. § 312.21(b) (FDCA), as amended from time to time, and the foreign equivalent thereof.

  • Interconnection Studies means the Interconnection Feasibility Study, the System Impact Study, and the Facilities Study described in Tariff, Part IV and Tariff, Part VI.

  • Development Work means any work carried out in relation to the physical construction of a mine;

  • Phase I Clinical Study means a human clinical study of a product, the principal purpose of which is a preliminary determination of safety in healthy individuals or patients, as described in 21 C.F.R. 312.21(a).

  • Phase 2 Clinical Trial means a human clinical trial, for which the primary endpoints include a determination of dose ranges or an indication of efficacy in patients being studied as described in 21 C.F.R. §312.21(b), or an equivalent clinical trial in a country in the Territory other than the United States.

  • Pivotal Clinical Trial means a human clinical trial in any country that is prospectively designed to generate data intended to satisfy the requirements of 21 C.F.R. § 312.21(c) (as amended) in the U.S. or a similar clinical study prescribed by a Regulatory Authority from another country, from time to time, pursuant to Applicable Law.

  • Clinical Trial means any human clinical trial of a Product.

  • Phase IIb Clinical Trial means a clinical trial of a Product on sufficient numbers of patients that is designed to provide a preliminary determination of safety and efficacy of such Product in the target patient population over a range of doses and dose regimens.

  • Phase II Clinical Study means a human clinical study of a product initiated to determine the safety and efficacy in the target patient population, as described 21 C.F.R. 312.21(b).

  • 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.

  • Phase III Trial means a Clinical Trial of an investigational product in subjects that incorporates accepted endpoints for confirmation of statistical significance of efficacy and safety with the aim to generate data and results that can be submitted to obtain Regulatory Approval as described in 21 C.F.R. 312.21(c), or a comparable Clinical Trial prescribed by the relevant Regulatory Authority in a country other than the United States.

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