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Regulation for the calculation of resolution amounts according to the railway crossing law, the federal highway law and the federal waterway law

Original Language Title: Verordnung zur Berechnung von Ablösungsbeträgen nach dem Eisenbahnkreuzungsgesetz, dem Bundesfernstraßengesetz und dem Bundeswasserstraßengesetz

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Regulation for the calculation of resolution amounts according to the railway crossing law, the Bundesfernstraßengesetz and the Bundeswasserstraßengesetz (German Federal Water Road Act) (Absolvent concern calculation regulation-ABBV)

Unofficial table of contents

ABBV

Date of completion: 01.07.2010

Full quote:

" Absolution concern calculation regulation of 1 July 2010 (BGBl. I p. 856) "

Footnote

(+ + + Text evidence from: 13.7.2010 + + +) 

Unofficial table of contents

Input formula

The Federal Ministry of Transport, Building and Urban Development is responsible for the
-
Section 16 (1) (3) of the Law on the Cross of Railways, as amended by the Notice of 21 March 1971 (BGBl. 337), the most recent of which is Article 2 of the Law of 22 April 2005 (BGBl. 1128),
-
Article 13b (3) of the Federal Highway Act (Bundesfernstraßengesetz), as amended by the Federal Law on 28 June 2007 (BGBl. 1206) and
-
§ 42 (4a), second sentence, of the Bundeswasserstraßengesetz (Bundeswasserstraßengesetz) in the version of the notice of 23 May 2007 (BGBl. I p. 962; 2008 I p. 1980):
Unofficial table of contents

§ 1 Scope

(1) This Regulation shall apply to the calculation of the settlement amounts to be paid in accordance with the provisions of the Railway Cross Law, the Federal Road Traffic Act and the Federal Waterway Act. (2) Maintenance costs (maintenance and maintenance) Renewal costs) within the meaning of this Regulation correspond to the maintenance and operating costs in the sense of the Railroad Cross Law as well as the entertainment costs in the sense of the Federal Road Traffic Act and the Federal Water Road Act. Unofficial table of contents

§ 2 Calculation

(1) The amount of the redemption shall be determined by comparison of the capitalised maintenance costs of the old and new structural installations in accordance with the annex to this Regulation. (2) Are the capitalised maintenance costs of the new construction installations higher than the costs determined for the old buildings, the difference shall be that of the maintenance additional costs to be paid to the building load carrier subject to maintenance by the other party concerned. In the reverse case, the difference between the benefit and the compensation for the benefit to the other party is the difference. (3) In the case of both parties ' requests for amendment, the amount of the difference shall be the same as that required by the non-maintenance obligation. To determine the additional costs to be reimbured or the benefit compensation to be paid by the person liable to pay in accordance with its share in the construction costs of the crossing measure. Sentence 1 shall not apply to the calculation of the settlement amount in accordance with Section 13 (3) sentence 2 of the Federal Road Traffic Act. (4) The amount of the solution shall be determined by the cross-party responsible for the execution of the construction and shall be on full 100 euros to round off the business. It shall be presented to the other cross-crossing operator at the latest six months after the completion of the construction plant ready for transport. (5) The amount of the redemption shall be granted by the obligated cross-party at the latest six months after receipt of the of the calculation. If the payment is made at a later date, the amount is to be galvanissed at 4 from the hundred for the year. Unofficial table of contents

§ 3 Entry into force

This Regulation shall enter into force on the day following the date of delivery. Unofficial table of contents

Final formula

The Federal Council has agreed. Unofficial table of contents

Annex (to § 2 (1))

(Fundstelle: BGBl. I 2010, 857-871)
table of contents
Chapter 1 Terms
1.1 Construction installations
1.2 Construction part, component
1.3 Engineering structures
1.4 Bridges
1.5 Substructures of bridges
1.6 Superstructures of bridges
1.7 Frame-like structures
1.8 Other building parts of bridges
1.9 Tunnel
1.10 Trogbauwerke
1.11 Support structures
1.12 Noise protection structures
1.13 Other engineering structures
1.14 Railroads of Railways
1.15 Roads and roads
1.16 Superstructure of roads and roads
1.17 Drainage of roads and roads
1.18 Equipment for roads and roads
1.19 Equipment of federal waterways and other navigable waters
Chapter 2 Calculation, Capitalisation
2.1 Redemption Amount
2.2 Maintenance costs
2.3 Calculation formulas
2.4 Interest rate applicable
2.5 Theoretical Use Duration
2.6 Residual Use Duration
2.7 tables
Chapter 3 Cost determination
3.1 Determination of renewal costs
3.2 Composition of renewal costs
3.3 Pure construction costs of engineering structures
3.4 Pure construction costs of the roads of the railways
3.5 The construction costs of roads and roads as well as the equipment for federal waterways and other navigable waters
3.6 Breakdown of costs for demolition, operating conditions, operating problems, redirection measures for bridge structures
3.7 Breakdown of the costs of demolition, control, redirection of roads and roads
3.8 Composition and determination of entertainment costs
3.8.1 Maintenance costs of engineering structures
3.8.2 Entertainment costs of railway tracks
3.8.3 Entertainment costs of roads and roads, as well as equipment for federal waterways and other navigable waters
3.8.4 Winter Service
3.9 Energy costs
3.10 Administrative costs
Chapter 4 Tables of Theoretical Usage durations and the percentages of annual entertainment costs
Table 1 Bridges
Table 2 Tunnel
Table 3 Trogbauwerke
Table 4 Support structures
Table 5 Noise protection structures
Table 6 Other engineering structures
Table 7 Railroads of Railways
Table 8 Superstructure of roads and roads
Table 9 Drainage of roads and roads
Table 10 Equipment for roads and roads, federal waterways and other navigable waters
Table 11 Railings, fences, walls, embankment fortifications on roads and roads


Chapter 1
Terms
1.1
Structural engineering structures, railway tracks and roads and roads are referred to as constructional facilities, regardless of whether they are a building or a building part.
1.2
Construction part, component Each subdivision of an engineering structure is referred to by construction part, each subdivision of a route of railways, a road or a road with component.
1.3
Engineering buildings The engineering structures include bridges, tunnels, trogbauwerke, support structures, noise protection structures and other engineering structures.
1.4
Bridge bridges are usually divided into sub-structures and superstructures. The bridges, which are not divided into sub-structures and superstructures, include frame-like structures, vaults and corrugated steel pipes, including the respective wing walls and foundations.
1.5
Substructures of bridges The sub-structures of bridges include abutments including hollow abutments (resolved abutments used for carrying out traffic routes), wing walls, pillars, supports including protective structures (impact pedestal, impact beam), pylons including the respective greens, seals and construction work drainage. Pylons include anchor bodies, rope and cable suspensions, among others.
1.6
Superstructures of bridges The superstructures of bridges include the supporting structure including bearings, roadway crossings, seals with protective layers, caps, protective devices such as, for example, the construction of a bridge. B. Schrammorde, Aufkantungen, Schutzplanken, Schutzwalls, Schutzschwellen, Anprallsockets, Geländer, Brüstungen, facilities for spray protection, glare protection, contact protection via railway lines with electrical overhead line, noise protection, snowflake grid and protective roofs, equipment such as Operational lighting, mechanical equipment and inspection facilities, as well as the construction of the construction works. For the construction of the construction works, the above-ground drainage channels do not belong to the tramway and the inlet shanks in the case of road transfers. In the case of railway transfers, the superstructures include derailment protection, rail separations and devices. to connect the tracks with the superstructures.
1.7
Frame-like load-bearing structures The frame-like supporting structures include closed frames, frame-like frames and comparable frame structures.
1.8
Other structural parts of bridges The other structural parts of bridges include protection grounding systems, overhead line devices (without masts and boom) and other anchorages of lines, contact protection systems and derailment protection.
1.9
Tunnel tunnels are made in a closed (mountainous) or open design. Construction works constructed in open construction shall only be valid for a certain length as a tunnel: for railways from 250 m, for roads from 80 m. Shorter buildings are part of the bridges.
1.10
TrogbauwerkeTo the Trogbauwerke are those made of reinforced concrete, pile walls, trench walls and steel spundwalls.
1.11
Support construction The supporting structures include supporting walls and other supporting structures.
1.12
Noise protection buildings The noise protection structures include noise protection walls and noise protection steepages, as well as their foundations.
1.13
Other engineering structures Other engineering structures include traffic sign bridges, including signage, signal delivery systems, signal boom bridges as well as passages.
1.14
Railroads of railroads To the roads of railways are essentially bulkhead bed, track sleepers, rails, switches, fixed roads, drainage, railings, fences, walls and embankments, service walkways including the For overhead lines and signalling equipment, the values of the theoretical use durations m and the percentages p of the annual entertainment costs are to be agreed on a case-by-case basis. For drainage systems, railings, fences, walls and embankments, the values m and p of the roads and roads are decisive.
1.15
Roads and ways to the roads and roads include superstructure, drainage, equipment as well as railings, fences, walls and embankments, including the necessary foundations.
1.16
Superstructure of roads and road surfaces The superstructure of roads and roads includes supporting layers, asphalt binder layers, outer layers, concrete ceilings, surface treatments, paving ceilings, fortifications of footpaths and bicycle paths, curbstones.
1.17
Drainage of roads and weird-drainage of roads and roads belong the drainage facilities inside the road bodies, piping to the pre-flute, pipe passages, pipelines for waste water, pressure pipelines with pumping equipment, Sicker piping, leachate, ditches, troughs, roadways, test shafts, drains, manhole covers, mechanical settling tanks, retention basins, overflow basins, and light liquid separators and their mechanical fittings.
1.18
Road and road fittings include road marking systems, vehicle restraint systems, protective walls, traffic signs, guidance posts, street lighting, light signalling systems and road transport equipment. Traffic control systems.
1.19
Equipment of federal waterways and other navigable waterways The equipment on the federal waterways includes the control systems, the steppes, the dalben, the semitrafts and the shipping signs.

Chapter 2
Calculation, Capitalisation
2.1
The individual parts of the building have a different theoretical useful life and require different entertainment costs. For these parts, therefore, separate calculations must be set up in principle.
1.
The parts of the building listed in point 1.5 with the table values relevant to the substructure (Chapter 4, Table 1, point 1.1) are replaced in a uniform manner and
2.
The components listed in point 1.6 above, with the table values relevant for the superstructure (Chapter 4, Table 1, point 1.2), have been replaced in a uniform manner,
if these parts of the building are to be created simultaneously with the bridge. Section 2 (1) (3) of the Regulation on cross-installations in the course of national highways of 2 December 1975 (BGBl. I p. 2984) remains untouched. In the calculation of the redemption amounts for bridges, routes (rail) and roads (road) are not to be separated separately. In cases where the maintenance load of the bridge and the roadway is subject to different maintenance obligations, the separate detachment is to be carried out at the request of a participant. Other parts of the building shall only be replaced separately, if they are subsequently added to the bridges or if they are to be replaced in the new building as individual parts of the building, as in the case of protective grounding systems on road bridges on the basis of their belonging to the railway system (Section 14 (3) of the Railway crossing law) is the case ist.Erdbauwerke (Rampen) für Fahrwege und Fahrbahnen sind In the case of road tunnels, construction works and operational and traffic engineering equipment must be separated separately.
2.2
Maintenance costs The maintenance costs are to be determined on the basis of an unrestricted maintenance obligation. Where there is a temporary retention obligation in special cases, this shall be taken into account in the determination of the conservation costs.
2.3
Calculation formulas (1) The capitalised maintenance costs (E) are to be determined according to the formula:

(2) The reduction amount (A) of the conservation costs shall be determined according to the formulae:

(3) Separate determination of sub-areas of maintenance costs: the calculation formula of the capitalised maintenance costs (E)
, where: ,

is made up of the share of the capitalised renewal costs (Ee)

and the share of the capitalized annual entertainment costs (Eu)

By extension of the first Summanden below with q M -1 may be the capitalised maintenance costs for renewal costs (Ee) in the share of the capitalised costs of the next renewal (E (e) the first renewal after the settlement agreement;

and the share of the capitalized cost of further renewals

shall be broken down. For the expenses of further renewals, after n years, i.e. at the time of the first renewal according to the resolution agreement, is mathematically expressed by multiplying the equation with q N , an amount of

Euro is available. After a further m years, i.e. at the time of the second renewal after the settlement agreement, mathematically expressed by the multiplication of the equation with q M , is an amount of

Euro is available. Ke is taken, so that the same amount is available again as after the first renewal and the further renewals can be paid for by interest.


(4) Identification of a time-indefinite entertainment obligation: In the event of an indefinite entertainment obligation, the capitalised annual entertainment costs may be derived from the following approach: capital Eu must be Bring a rate of interest that covers the current annual entertainment costs:

(5) Determination of a time-limited entertainment obligation: In the case of a temporary maintenance obligation over t years, the calculation rule for the capitalised annual entertainment costs (E T (u) by looking at a new model of a stimulus with the time horizon t:

Due to the transition t → ∞, the formula for the time-unlimited entertainment obligation is obtained. (6) In the formulas, the calculation elements have the following meaning: VariableMeaningDimension
A Maintenance Cost Discount Amount Euro
E Capitalised Conservation Costs Euro
Ealt Capitalised maintenance costs of the old construction plant Euro
Eneu Capitalised maintenance costs of the new construction plant Euro
Ke Renewal costs of the construction plant Euro
Ku Costs of the building construction which are to be used to determine the capitalised entertainment costs
Euro
T Interest rate of capitalization of the hundred
q Interest rate of capitalization [-]
M Theoretical useful life of the fictitious construction plant Years
N Duration of use: Number of years from the date of maturity
the detachment to the next due theoretical renewal
of the old existing building plant


Years
p Annual entertainment costs of the fictitious construction plant
in hundredparts of the cost of Ku

of the hundred
E T u Time limited entertainment costs over t years Euro
T Time of limited entertainment obligation Years
2.4
Interest rate to be applied The interest rate z is to be set at 4 of the hundred.
2.5
Theoretical useful life The theoretical useful life m of the building parts and the components begins with the year of the ready-to-use construction of the construction plant. If structural parts or components have already been renewed, this is the year of the last renewal. The theoretical useful life is an experience value for the possible useful life of a building plant, a building part or a component. and shall be applied in the calculation of the solution, irrespective of the actual useful life.
2.6
The remaining useful life n is always the number of years from the time of the detachment to the next due theoretical renewal, irrespective of the actual condition of the construction plant. After the theoretical period of use has expired, the remaining time of use shall be set to zero. For the purpose of determining the renewal costs in accordance with point 3.1, a bridge divided into substructure and superstructure shall be used, for example, by means of a If the frame structure is replaced, then a common remaining useful life is to be derived from the residual utilization durations of substructure and superstructure.
2.7
Table The theoretical durations of use m and the percentages of the annual entertainment costs of the engineering structures are set out in Chapter 4 in Tables 1 to 6. applicable. The theoretical terms of use to be used for this purpose and the percentages of the annual entertainment costs shall be subject to special agreement, where appropriate. The theoretical use durations and the percentages of the annual entertainment costs The maintenance costs of railways, roads and roads, as well as the equipment of federal waterways and other navigable waters are set out in Chapter 4 of Tables 7 to 11.

Chapter 3
Cost determination
3.1
Determination of the renewal costs The calculation of the renewal costs (Ke) is based on the basis of fictitious designs. In the case of the initial manufacture of a structural installation, a Fiktivdraft is to be drawn up for the future renewal. In the event of the modification of an existing plant, two draft proposals shall be required, one for the future renewal of the existing plant and the other for the future renewal of the modified construction plant. , At the same time, the price level at the time of the detachment and the structural installations with the existing basic dimensions are based on an economic construction which is customary at the time of the detachment. If the future maintenance obligation does not An entrepreer within the meaning of the sales tax law (e.g. Federal government as a road-building load carrier), the costs to be applied should be based on gross costs, provided that they are entrepreneurial services. If the future owner is liable to pay for the purposes of the sales tax law, the calculation shall be carried out on the basis of net costs. Own services shall be based on the basis of entrepreneurial performance. To the extent that cost shares of renewal cannot be determined on the basis of entrepreneurial performance, these cost shares are to be found in a suitable way. If the cost of maintenance is bound to maintenance contracts in the case of light-signalling systems, then the costs are to be determined. The cost of renewal on the basis of market prices to be recovered from the recovery or the value of building parts and waste materials no longer required shall be deducted from the costs. All one-time costs incurred only when creating or modifying the costs , but do not return in the event of a later renewal (e.g. B. Survey of tracks, lowering of roads, ground excavation of the traffic area, Pfahlgründungen, ramps) are not to be taken into account in the determination of the renewal costs (Ke) and thus in the detachment.
3.2
Composition of renewal costs The renewal costs (Ke) for construction equipment shall be based on the cost of construction as specified in point 3.3 to point 3.5, the costs of demolition, control conditions, operational problems, redirection measures, and Backup items together. The cost of renewal also includes the administrative costs according to point 3.10.In determining the renewal costs, the costs for the demolition relate to the fictitious structure to be cancelled and not to the old existing structure. The old structure is only used to determine the remaining useful life.
3.3
Pure construction costs of the engineering buildings The pure construction costs of the engineering structures include the expenses for the production of all parts of the building, which are part of the permanent inventory of the engineering structures. These are, in particular, the costs of related earthworks, foundations, concrete work, steel construction work, corrosion protection, waterproofing, and construction work drainage. For this purpose, the costs of carrying frames, with the exception of the drawers (point 3.6), construction pit construction, water retention, construction site equipment and clearance, as well as the costs of drawing up the execution documents (in particular static Calculations, design and execution drawings, basic building investigations).
3.4
Pure construction costs of railway roads The pure construction costs of the railways include not only the costs of the road components within the meaning of point 1.14, but also the costs incurred for the construction of the railway construction site and the cost of drawing up the execution documents.
3.5
Construction costs of roads and roads as well as equipment for federal waterways and other navigable waters The pure construction costs of roads and roads, as well as the equipment for federal waterways and other navigable waters include in addition to the expenditure on road and infrastructure components within the meaning of point 1.16 to 1.19, the costs of construction site equipment and clearing costs incurred in the construction of roads and roads. Superstructure in accordance with point 1.16 by a supplement of 4 of the hundred, in the case of Erd, Dewatering and superstructure works as set out in points 1.16 to 1.18 shall be taken into account by a supplement of 8 from the hundred to the pure construction costs, provided that they are not included in the cost of the services to be paid.
3.6
Breakdown of the costs of demolition, maintenance, operational problems, redirection measures for bridge construction workshops The costs of demolition and for the maintenance of the traffic during the next renewal are the necessary conditions of use, including the displacement paths, the operating problems of railways, redirection measures on substructure and superstructure and security posts, in accordance with the shares of these components, in the pure construction costs.
3.7
Distribution of the costs of demolition, control, redirection of roads and roads, roads and roads, the costs of taking up or taking part of the old superstructure, as well as the costs for the costs incurred during the next renewal Maintenance of the traffic necessary to divide the necessary conditions and redirection measures in relation to the thickness of the layers to be renewed.
3.8
Composition and determination of entertainment costs The annual entertainment costs are determined and capitalized with flat rates p of Ku. In order to determine the entertainment costs, the price level is decisive at the time of the detachment. Point 3.1 shall apply. The reference value Ku, which shall be based on the calculation of the capitalised maintenance costs as referred to in point 3.8.1 to point 3.8.3, shall be based on the cost of construction as specified in point 3.3 to point 3.5 and the The maintenance costs shall take into account all the expenses necessary to enable the building installations to reach the theoretical useful life. In addition, the maintenance costs include the expenses for the ongoing monitoring, including construction checks, as well as for control conditions, operational problems and redirection measures, which are incurred in this context.
3.8.1
Maintenance costs of the engineering construction companies The maintenance costs of the bridges include in particular the expenses for the exchange of bearings, the renewal of seals and railings, the elimination of settling differences, the pressing out of Joints as well as the repair of external surfaces, caps and protective equipment.
3.8.2
Maintenance costs of railway routes The maintenance costs of the railway tracks include, in particular, expenses for the maintenance of the infrastructure components referred to in point 1.14 (1).
3.8.3
Maintenance costs of roads and roads and the equipment for federal waterways and other navigable waters The maintenance costs of roads and roads, as well as the equipment for federal waterways and other navigable waters In particular, expenses for maintenance of the superstructure, the associated drainage and the equipment are included. The maintenance costs for roads and roads also include the expenses for cleaning them.
3.8.4
Winter service The detachment of winter service tasks is not part of this regulation because of the extremely different circumstances of the individual cases.
3.9
Energy costs for the energy consumption due to the construction plant, such as for railway crossings and light signalling systems, are not included in the annual entertainment costs. The cost of one year is to be capitalised in accordance with the maintenance costs calculation rule in point 2.3 and to be attributed to the entertainment costs. Section 15 (3) of the Railway Cross Law remains untouched. In calculating the capitalised energy costs in accordance with the second summation of the formula in point 2.3, the reference quantity Ku corresponds to the cost of one year plus administration costs in Amount of 10 of the hundred of this expenditure according to point 3.10. Instead of p, the value of 100 is to be set.
3.10
Administrative costs The administrative costs of 10 per cent of the costs referred to in points 3.3 to 3.7 are, in particular, the costs of preliminary work, preliminary drafts, the processing of the construction project, the award of the works, the Examination of the static calculations and the execution plans, the collection of official permits, the local building supervision (construction supervision) and construction management (construction control), the position of test and measuring instruments, measuring vehicles, auxiliary vehicles for the construction supervision and construction management and of vehicles for the test load , as well as other administrative activities, including the accounting and treasury service, as well as expenditure on environmental impact assessments, accompanying plans for the landscape, sound-technical calculations and the Preparation and verification of calculations of the settlement amounts of the conservation costs.
Chapter 4
tables
of the Theoretical Terms of Use
and the percentage of annual entertainment costs

Table 1
Bridges






lfd. Nr.BauwerkSteiTheoretische Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
1. Bridges
1.1 Substructures
(abutments including wing walls, pillars, supports, pylons, each including greens)
1.1.1 made of masonry, concrete, reinforced concrete 110 0.5
1.1.2 made of pile walls, slot walls 90 0.5
1.1.3 made of steel sheet
1.1.3.1 without corrosion protection 50 0.6
1.1.3.2 with corrosion protection 70 0.5
1.1.4 made of steel 100 0.8
1.1.5 made of wood 50 2.0
1.2 Superstructures
(bars, plates, arches, box cross-sections)
1.2.1 made of reinforced concrete 70 0.8
1.2.2 made of prestressed concrete
1.2.2.1 with internal tendons 70 1.3
1.2.2.2 with external tensioning elements 70 1.1
1.2.3 made of steel 100 1.5
1.2.4 made of steel-concrete composite materials
1.2.4.1 Steel structures with concrete slab 70 1.2
1.2.4.2 Rolling beams in concrete 100 0.8
1.2.4.3 Steel gird in concrete in double bond 100 0.6
1.2.5 made of wood
1.2.5.1 for walking and biking trails (not protected) 30 2.5
1.2.5.2 for walking and biking trails (protected main trawmill) 60 2.0
1.2.5.3 for roads (protected main trait) 60 2.0
1.3 Frame-like structures
(including greenings and wing walls)
1.3.1 made of reinforced concrete 70 0.8
1.3.2 made of prestressed concrete 70 1.2
1.3.3 made of steel 100 1.5
1.4 Vaults (including greenings)
1.4.1 made of masonry, concrete 130 0.6
1.4.2 made of reinforced concrete 110 0.5
1.5 Corrugated steel pipes 70 0.8
1.6 Other structural parts
1.6.1 Protection fora
Contact rails, busbar rails, earth lines 30 5.0
1.6.2 Guidance systems and other anchorages of lines at road bridges
Railway lines (including overhead contact wire trailers) 30 5.0
1.6.3 Contact protection systems
1.6.3.1 Protective plates made of reinforced concrete 30 0.8
1.6.3.2 Protective plates made of steel 30 1.2
1.6.3.3 Raising of gel changes and gap-free lining of the railing parts
30

1.5
1.6.4 Derailment Protection 20 1.0


Table 2
Tunnel






lfd. Nr.BauwerkSteiTheoretische Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
2. Tunnel
2.1 Manufacture in closed design
2.1.1 with drainage systems 130 0.9
2.1.2 without drainage systems 130 0.6
2.2 Manufacture in open design 90 0.6
2.3 Operational and transport equipment
for road tunnels
(Lighting, ventilation, safety equipment, central installations, alternating traffic signs for dynamic speed limits and lane signalling, barriers (in front of the tunnel portal), etc.)

20

2.0


Table 3
Trogbauwerke






lfd. Nr.BauwerkSteiTheoretische Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
3. Trogbauwerke
3.1 made of reinforced concrete 110 0.5
3.2 made of pile walls, slot walls 90 0.5
3.3 made of steel sheet 70 0.5


Table 4
Support structures






lfd. Nr.BauwerkSteiTheoretische Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
4. Support structures
4.1 Support walls
4.1.1 made of masonry, concrete, reinforced concrete 110 0.5
4.1.2 made of pile walls, slot walls 90 0.5
4.1.3 made of steel sheet pile walls, carrier bowel walls 70 0.5
4.2 Other supporting structures
4.2.1 made of moulded parts filled with soil, cross-linked soil material 60 1.0
4.2.2 made of wire mesh baskets with stone filling (gabions) 50 0.2


Table 5
Noise protection structures






lfd. Nr.BauwerkSteiTheoretische Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
5. Noise protection structures
5.1 Start-ups 100 0
5.2 Noise protection walls
5.2.1 made of reinforced concrete 60 1.0
5.2.2 made of wood 30 1.0
5.2.3 made of acrylic or laminated glass 30 1.0
5.2.4 made of aluminium 40 1.0
5.3 Noise control steelworks 60 1.0


Table 6
Other engineering structures






lfd. Nr.BauwerkSteiTheoretische Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
6. Other engineering structures
6.1 Traffic sign bridges (including signage) 30 5.0
6.2 Passages
made of masonry, concrete, reinforced concrete, corrugated steel 70 0.8
6.3 Guidelines 30 4.0


Table 7
Railroads of Railways






lfd. Nr.Component Theoretical Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
7. Railroads of Railways
7.1 Bulkhead bed, track sleepers, rails 30 4.0
7.2 Soft 20 5.0
7.3 Fixed roadways 60 1.0
7.4 Fortifications at railway crossings
7.4.1 heavy fortifications 30 2.0
7.4.2 medium-heavy fastenings 20 4.0
7.4.3 Other fastenings 20 6.0
7.5 Fuses at railway crossings
7.5.1 Light sign with barriers 30 4.0
7.5.2 Light sign 30 3.0
7.5.3 electrical barriers 35 4.0
7.5.4 Other blocking devices 25 2.0


Table 8
Superstructure of roads and roads






lfd. Nr.Component Theoretical Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
8. Superstructure of roads and roads
8.1 Load layers
8.1.1 without binding agent 80 0
8.1.2 with hydraulic binders 35 0
8.1.3 from asphalt 40 0
8.2 Asphalt binder layers 20 0
8.3 Cover layers
8.3.1 made of asphalt concrete, splittmastixasphalt 15 2.0
8.3.2 from castor asphalt 25 1.5
8.3.3 made of open-pored asphalt 10 3.0
8.4 Ceilings made of concrete 30 1.5
8.5 Asphalt construction-constructional conservation
8.5.1 Surface treatments 6 3.0
8.5.2 thin asphalt layers 8 2.0
8.6 Plaster ceilings (including beds)
8.6.1 for traffic areas 25 3.0
8.6.2 for areas with predominately resting traffic, pedestrian zones 60 0.5
8.7 Fortifications of walkways, bike paths 25 2.5
8.8 Rural ways
8.8.1 Foundation layers 35 0
8.8.2 Load layers
8.8.2.1 without binding agent 100 0
8.8.2.2 with hydraulic binders 35 0
8.8.2.3 from asphalt 40 0
8.8.3 Asphalt covering layers, asphalt paths 25 2.0
8.8.4 hydraulically bound load-bearing layers, concrete track paths 25 1.5
8.8.5 Cover layers
8.8.5.1 without binding agent 25 5.0
8.8.5.2 with hydraulic binders 30 1.5
8.8.5.3 from asphalt 35 2.0
8.8.5.4 made of concrete 40 1.0
8.8.6 Plaster ceilings (including beds) 30 1.5
8.9 Curbstones
8.9.1 made of natural stone 80 0.5
8.9.2 made of concrete 40 0.5


Table 9
Drainage of roads and roads






lfd. Nr.Component Theoretical Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
9. Drainage of roads and roads
9.1 Drainage facilities within the street bodies 80 0.5
9.2 Piping for curators, pipe passages 80 2.0
9.3 Pipelines for waste water
9.3.1 from stoneware 100 2.0
9.3.2 from ductile cast 80 1.0
9.3.3 made of concrete, steel, plastic 60 2.0
9.4 Pressure piping with pump plies
9.4.1 Pressure pipes 50 1.0
9.4.2 Pump systems (machinery and electrical engineering) 15 2.0
9.5 Sicker pipelines 60 2.0
9.6 Trenches, Mulden 50 5.0
9.7 Road runways, test shafts, drains, shaft
Covers

50

1.0
9.8 Mechanical settling tanks, retention basins, overflow basins, sicker tanks, light liquid separators
9.8.1 made of concrete 60 1.0
9.8.2 as an earthwork 90 2.0
9.9 Mechanical internals in light liquid separators 25 2.5


Table 10
Equipment for roads and roads as well as
Federal waterways and other navigable waters






lfd. Nr.Component Theoretical Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
10. Equipment for roads and roads as well as federal water-
Roads and other navigable waters
10.1 Unprefabricated marking systems
10.1.1 Colors
10.1.1.1 for heavily polluted roads 1 0
10.1.1.2 for lightly polluted roads 3 0
10.1.2 High-solid dispersions, reactive substances, thermoplastic materials
10.1.2.1 for heavily polluted roads 2 0
10.1.2.2 for lightly polluted roads 4 0
10.2 Pre-fabricated marking systems (foils)
10.2.1 for heavily polluted roads 4 0
10.2.2 for lightly polluted roads 7 0
10.3 Vehicle restraint systems
10.3.1 Steel protection planks 30 0.5
10.3.2 Protective walls made of concrete, steel 40 2.0
10.4 Traffic signs
10.4.1 Traffic signs (including setting-up devices)-also for shipping
10.4.1.1 up to 1 m 2 10 3.0
10.4.1.2 more than 1 m 2 15 3.0
10.4.2 Radar reflectors (for shipping) 30 3.0
10.5 Guide posts and other Ä.
10.5.1 Guide posts on roads and roads 10 10.0
10.5.2 Conductive parapets, dalbs and sewn-off piles in the area of federal waterways and other navigable waters
15

5.0
10.6 Street lighting 30 1.0
10.7 Light signalling systems
10.7.1 Signal masts 30 4.0
10.7.2 Signal transmitter 20 4.0
10.7.3 Signal control device 15 4.0
10.7.4 Cable 30 0
10.7.5 Cable slots 50 0
10.7.6 Induction loops 7 0
10.7.7 Infrared detectors 15 0
10.8 Traffic control systems 15 6.0


Table 11
Railings, fences, walls, embankment fortifications on roads and roads





lfd. Nr.Component Theoretical Use Duration m [years] Annual Entertainment costs p [v. H.] 1234
11. Railings, fences, walls, embankment fortifications on roads and roads
11.1 Railings (not on engineering structures)
11.1.1 made of steel 50 1.2
11.1.2 made of aluminium 50 0.6
11.1.3 made of wood 20 2.5
11.2 Fences
11.2.1 with wooden posts 15 2.0
11.2.2 with concrete post, steel post 30 1.5
11.2.3 Wild-protection fences 20 5.0
11.2.4 Glare protection fences 30 2.0
11.2.5 Stone impact protection fences with Fangnetz 50 3.0
11.3 Walls, Limits
made of masonry, concrete, reinforced concrete 110 0.5
11.4 Böschungsfasteners
11.4.1 from plaster 110 0.5
11.4.2 from lawn (including topsoil) 100 8.0