National Road And Local Path Value Determination Procedure

Original Language Title: Valsts autoceļu un pašvaldību ceļu vērtības noteikšanas kārtība

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Read the untranslated law here: https://www.vestnesis.lv/ta/id/178083

Cabinet of Ministers Regulations No. 504 in Riga on July 7, 2008 (pr. No 46 20) national road and the local path value order Issued in accordance with the law "on the road" article i. 13.1 General questions 1. determines the order in which are set at national highway and local roads (hereinafter referred to as the road).
2. the value of the Road is determined by the data obtained using the road counting runs. The value of the road forms a separate road elements sum (the amount is not included under the existing road land value).
3. National Road value determines the State joint stock company "Latvian state roads".
4. local path value is determined by the municipality in whose territory the road.
II. the nature of road inventory and data recording and storage 5. Road inventory is listed and registered in the following elements of the road-the road pavement construction, artificial structures (bridges, pedestrian bridges, highway overpasses, estakād, tunnels, culverts), road engineering structures (the bus stops and the pavilions, parking, passenger vehicle recreation area, pedestrian walkways and bicycle, road communications and lighting lines, pumping stations, treatment plants), the Organization of the technical means of traffic (traffic signs , traffic lights, kilometre posts and signālstabiņ, crash barriers, security fences and acoustical barriers, horizontal road markings), and the crossing nodes, traffic counting points, weather stations.
6. counting down the Road the road part location address (the distance from the beginning of the road) and the length of the period. The length of the period is measured with the car, equipped with a distance meter. The result obtained is compared with the graphical reference plane plane obtained motorway axis vector digital stage lengths. With digital handheld distance meter measures the individual element length, width, height, diameter, and area.
7. Counting things stored electronically for this purpose, the dedicated data warehouse or data tracking tabular form (hereinafter database). The core of the database consists of road network reporting system. Reporting system created by recording the location of the linear (counting from the beginning of the road mileage (it shall be taken as zero point)) and point (using the global positioning system to digital geographic coordinates registered by Latvia's geodetic coordinate system LK-92). If relevant data are not available for linear way, it is possible to get data from a point (and vice versa).
8. Road elements are recorded as follows: 8.1 road pavement construction recorded by splitting the road sections with the same cover design. Separate releases, chip and gravel concrete, as well as sand layers. If there is no information about the thickness of individual layers, it determined by the bore or the bottom to bottom penetration scanning radar;
8.2. artificial construction: 8.2.1. bridges, pedestrian bridges, highway overpasses and tunnels, estakād registered, specify their location address (the distance from the beginning of the road);
8.2.2. culverts are recorded, the location address (the distance from the beginning of the road), the diameter of the cross section, as well as materials (reinforced concrete, stone, steel, plastic);
8.3. the highway engineering structures: 8.3.1. parking the vehicle and passenger lounge area shall be recorded, in determining the starting point address and area. Specifies the vehicle parking and passenger lounge area coverage (asphalt pavement, with organic binders treated rock cover, rock cover, saķīlēt gravel, crushed gravel, concrete, reinforced concrete, stone, cobblestone coverage);
8.3.2. pedestrian sidewalks and bicycle construction division recorded a pedestrian sidewalks and bike lanes in stages with the same design. Separately distributed bortakmeņ, as well as stone, concrete, asphalt concrete, rubble, gravel and sand layers. If there is no information about the thickness of individual layers, it determined by the bore or the bottom to bottom penetration scanning radar;
8.3.3. the bus stops and the Pavilion, pumping stations, purification plants and road communications and lighting lines recorded, the location address (the distance from the beginning of the road);
8.4. the traffic organization technical means of 8.4.1. traffic signs, direction: indicators and information signs are recorded, the location address (the distance from the beginning of the road) and road signs code according to standard EN 71-1:2002 "road signs – part 1: road signs";
8.4.2. the traffic shall be registered, specify their location address (the distance from the beginning of the road);
8.4.3 kilometers and signālstabiņ are recorded in masts, determining their location address (the distance from the beginning of the road). Kilometre posts indicate the materials (wood, plastic, reinforced concrete, steel);
8.4.4. the protective barrier in the registry, by establishing the location address (the distance from the beginning of the road) and length. Containment indicates material (wood, ropes, reinforced concrete, steel) and anti-corrosion Coatings;
8.4.5. the safety fences and barriers, acoustical register, specify their location address (the distance from the beginning of the road) and length. Security fences and acoustical barriers indicates material (wood, plastic, reinforced concrete, steel, galvanized or painted anti-corrosion coating);
8.4.6. the horizontal road signs recorded by setting the start and end address (the distance from the beginning of the road), coloring and horizontal road sign code according to standard EN 85-2004 "road signs";
8.5. the motorway node and the crossing knots recorded by setting the start and end address (the distance from the beginning of the road) traffic intersection, collapsing, decomposition or crossing places according to the 190-2:1999 standards. in addition to the recorded path node and the nodes the crossing road section length, width and surface (asphalt, with organic binders treated rock cover, rock cover, saķīlēt gravel, crushed gravel, concrete, reinforced concrete, stone, cobblestone coverage);
8.6. the traffic counting points is recorded, the location address (the distance from the beginning of the road). In addition to the recorded traffic accounting point type (permanent records point to the weighing, counting, the permanent point periodic accounting stationary point;
8.7. the meteorological station recorded the location address (the distance from the beginning of the road).
III. Road value calculation 9. Down each street.
10. the elements of the cost of the Road is determined by the previous year's average cost of road construction work.
11. Road value is determined by summing the values of the elements of the road: Vac = + + Vinžbūv + Vsotl Vmb Vsk + Vcšm + Vsup + Vm that Vac-road;
Vsk-road pavement design (lat);
Vmb-artificial structures (lat);
Vinžbūv-building value (lat);
Vsotl-traffic organization technical value (lat);
Vcšm-road crossings of the knot and knot the quilt design value (lat);
Vsup-traffic accounting point value (lat);
VM-meteorological station (lats).
12. in order to determine the value of the design of road pavement, road divides the stages according to the grade of the road and the characteristic pavement widths, which are commonly used in the blankets construction (annex 1).
13. the Road pavement construction value is determined by adding the period of road pavement construction values: Vsk = V1sk + V2sk + V..., where road-nsk Vsk cover design (lat);
V1, V2 ... nsk-each stage of road pavement design (lats).
14. each stage of road pavement construction value is determined, taking into account the road the remaining useful life of the pavement design and the new value of the V1, V2: ... = Vjsk nsk-(Vjsk x V%/100), where V1, V2 ... nsk-each stage of road pavement design (lat);
Vjsk-new road pavement construction value;
V%-the percentage difference between the existing road pavement construction of real value (Visual evaluation) and new road pavement design values in accordance with the provisions of annex 2 and 3: Vjsk = C x L x Iizm, where Vjsk – a new road pavement construction value;
C-road pavement width of each period (m) motorway (road with black cover-the average grade of the road between the width and the width of the carriageways, road with gravel cover the road width to the grade);
L-length of each road section (m);
Iizm-road pavement construction cost of one square meter ($/m2).
15. the structure value is determined as the sum of a bridge, a pedestrian bridge, road transport, estakāž, tunnels and culverts (culverts with a diameter less than 2 m, and culverts with a diameter of 2 m and more) value for each road: Vmb = Vt + Vt + Vc + Vc2m – 2 m the > culverts (lat) with a diameter of 2 m and more;
Vc2m = Vjc > 2 m x (1 – – – –) x 2 m which remv Vjc >....................................... " CN Vc > 2 m – the culverts (lat) with a diameter of 2 m and more;
Vjc > 2 m – new culverts (lat) with a diameter of 2 m and more;
CA-those culverts age (years), with a diameter of 2 m and more (age determined from completion of construction);

CN-those culverts technical life time (years), with a diameter of 2 m and more (lifetime determined by the inspection of culverts);
Vjc > 2 m.-those culverts remv repair funds (lat) with a diameter of 2 m and more (repair of the necessary financial means determined by the inspection of culverts).
Vjc > 2 m = 2mgar x Iizm, where Lc > Vjc > 2 m – the culverts (lat) with a diameter of 2 m and more;
LC > 2mgar-those culverts (m) in length with a diameter of 2 m and more;
Iizm, the culverts in running meters cost (lat) 2 m in diameter and larger.
19. Culverts whose diameter is less than 2 m, the value is determined as the same new culverts whose diameter is less than 2 m 20. Building value is determined as the sum of the bus stops and the Pavilion, parking and passenger vehicle recreation area covers design, pedestrian and bicycle path construction, cover communications and lighting lines, pumping stations and treatment plants: Vinžbūv = + + Vgiv + Vcsal Vsal Vapp + Vssu + Vaiek where Vinžbūv-building value (lat);
Vapp – the bus stops and the value of the Pavilion (lat);
-Vehicle parking and Vsal passenger rest area cover design (lat);
Vgiv-pedestrian sidewalks and bicycle cover design (lat);
Vcsal-road communications and lighting line value (lat);
VSSU – pumping station (lat);
Vaiek-treatment plant (lat).
21. Each of the structures listed in inventory – bus stop location and Pavilion, road communications and lighting, pumping station and treatment plant – value is determined as the same for new structures.
22. vehicle parking and passenger rest area covers the design value is determined, taking into account the construction of the cover the remaining useful life of the new vehicles and parking and passenger lounge area cover design: Vjsal – Vsal = (Vjsal x V%/100), where parking of vehicles and Vsal – passenger rest area cover design value Ls;
Vjsal – new parking and passenger vehicle recreation area covers the design value, if they are built today (lat);
V%-the percentage difference between the existing parking and passenger vehicle recreation area covers the design of the actual values (Visual evaluation) and new vehicle parking and passenger lounge area of the design value of the blanket in accordance with the provisions of annex 2 and 3.
Vjsal = x Iizm x where Csal Lsal Vjsal – new vehicle parking and passenger lounge area covers the design value, if they are built today (lat);
Csal-vehicle parking and passenger lounge area kon strukcij width of cover (m);
-Vehicle parking and Lsal passenger rest area cover design length (m);
Iizm – vehicle parking and passenger rest area covers the cost of one square metre of the structure (Ls/m2).
23. the pedestrian sidewalk and bicycle cover design value is determined, taking into account the pedestrian sidewalk and bicycle design cover the remaining useful life of, and new pedestrian walkways and bicycle cover design: Vgiv = Vjgiv-(Vjgiv x V%/100), where Vgiv – pedestrian sidewalks and bicycle cover design (lat);
Vjgiv – new pedestrian walkways and bicycle cover design (lat), if they are built today;
V%-the percentage difference between the existing pedestrian sidewalks and bicycle pavement design real value (Visual evaluation) and new pedestrian walkways and bicycle the construction value of the blanket in accordance with the provisions of annex 3 and 4: Vjgiv = x Iizm x where Cgiv Lgiv Vjgiv – new pedestrian walkways and bicycle pavement design value, if they are built today (lat);
Cgiv-pedestrian sidewalks and bicycle design cover width (m);
Lgiv – pedestrian sidewalks and pavement design cycle route length (m);
Iizm-pedestrian sidewalks and bicycle design cover the cost of one square meter ($/m2).
24. traffic organization technical value is determined by adding the road signs, direction and information signs, road signs, horizontal noturoš and delimiting the barrier, security fencing and acoustical barrier fence and signālstabiņ kilometers, lighting pole and a traffic light value: Vsotl = + + Vab Vcz Vch + Vdžpb + Vkms + Gsg + Vl where Vsotl-traffic organization technical value (lat);
Vcz-signs, directional and information signs (lat);
Vch-horizontal road sign value (lat);
VAB – protective barrier (lat);
Vdžpb-security fence and acoustical barrier (lat);
Vkms-kilometer column and the value of the signālstabiņ (lat);
VAP – lighting column value (lat);
VL-traffic light value (lats).
25. for each traffic organization technical feature – signposted, direction indicator and information sign, road sign, noturoš horizontal and containment barrier, security fencing and acoustical barrier, kilometer column and column signālstabiņ, lighting, traffic lights and traffic tracking and meteorological station, the value is determined as the same new traffic organization technical feature.
26. Road crossings of the knot and the knot blanket design value is determined by dividing each road crossing nodes and node stages according to the grade and intrinsic road pavement width, which frequently used the blanket structure (annex 1).
27. the Assembly and the Road crossing the node value of the structure of the cover shall be determined taking into account the road crossings of the knot and knot the quilt design remaining useful life and new node and node design cover the crossing value: Vcšm = Vjcšm-(Vjcšm x V%/100), where Vcšm-road crossings of the knot and knot the quilt design value (lat);
Vjcšm-new road crossings of the knot and knot the quilt design value if it were built today (lat);
V%-the percentage difference between the existing road crossing nodes and node of the real value of the design cover (visually evaluating) and new road crossings of the node and the node value of the structure of the blanket in accordance with the provisions of annex 2 and 3;
Vjcšm = C x Lcšm x Iizm, where Vjcšm – a new road crossings of the knot and knot the quilt design value if it were built today (lat);
C-road crossings of the knot and knot the quilt design width (m) for each phase (the average value calculated using the road width and grade roadway width);
Lcšm-each road crossing nodes of node and the blanket design phase length (m);
Iizm-road crossings of the node and node is the construction of the cover one square metre costs ($/m2).
IV. Closing questions 28. National Road first setting the value of the State joint stock company "Latvian state roads" in the following periods of time: 28.1. the national main roads, until 31 December 2011;
28.2. the national road 1 class – 31 December 2013;
28.3. the State class 2 roads – until 2015 December 31.
29. The municipal authorities concerned, the value of the path down to 31 December 2020.
30. at the first road value value adjustment of road below every five years. The value of the road taken as the basis in determining the path value in the balance sheet in accordance with the regulations on budgetary institutions asset depreciation provisions and their conditions of application.
Prime Minister i. Godmanis traffic Minister a. shlesers Editorial Note: regulations shall enter into force by July 12, 2008.
1. the annex to Cabinet on July 7, 2008. Regulations No 504 typical road grade and width of cover (cover design adopted for calculation) road/paving grade width (m) typical road pavement design of Road pavement layer thickness the constructive (cm) 34/18 fine coarse of asphalt concrete asphalt concrete 4 6 black gravel 8 granite rubble 20 dolomite splinters 26 drenējoš sand 50 15/12 fine asphalt concrete asphalt concrete 6 to 4 coarse dolomite splinters 20 drenējoš sand 50 13/10 fine coarse of asphalt concrete asphalt concrete 4 6 prepare gravel
drenējoš sand 20 40 10/8 surface treatment 2 black gravel mixture 6 up gravel 10 natural sand gravel 16 drenējoš 30 8/7 surface treatment 2 black gravel mixture 6 up gravel 10 natural gravel sand drenējoš 30 10 16/10 prepare gravel 6 natural sand gravel 20 drenējoš 30 8/8 prepared gravel 6 natural sand gravel 20 drenējoš 30 traffic Minister a. shlesers annex 2 Cabinet on July 7, 2008. Regulations No 504 percentage difference between the existing road pavement construction the real value of (visually evaluating) and new road pavement construction value, path and Road crossings of the knot blanket design assessment percentage difference, travel and road crossings of the knot blanket design for the remaining useful life (%)
Excellent good satisfactory 0 10 16 40 Bad

Very bad 80 traffic Minister a. shlesers annex 3 Cabinet on July 7, 2008. Regulations No 504 Road pavement design visual assessment of highway, road and crossing design of node blankets cover the assessment of Visual assessment of excellent Coverage in the fault is not or it degree is tiny and very small scope – good coverage degree of damage is minimal and the volume – small satisfactory coverage degree of damage is minimal and scope – medium or significant. The degree of damage is medium and scope – small, and they do not significantly affect the pavement functional qualities and bad pavement damage degree is medium and scope – medium, pavement damage degree is large and scope – tiny. The defects affect the operating characteristics of cover and accelerates the further deterioration of the cover very bad Coverage degree of damage is medium and scope – a remarkable degree of damage, the coverage is great and scope – medium or significant. The defects are greatly impair the operating characteristics of cover and blankets can cause ruin traffic Minister a. shlesers annex 4 Cabinet on July 7, 2008. Regulations No 504 percentage difference between the existing pedestrian sidewalks and bicycle pavement design real value (Visual evaluation) and new pedestrian sidewalks and pavement design value well-marked pedestrian sidewalks and bicycle cover design assessment percentage difference pedestrian sidewalks and bicycle cover design for the remaining useful life (%)
Good 0 bad 40 traffic Minister a. shlesers