font size

CAR ROADS- SNiP 3-06-03-85 (approved by the Decree of the USSR Gosstroy from 20-08-85 133) (2017) Actually in 2017

LAYING ASPHALT CONCRETE MIXES

10.16. Coatings and substrates from asphalt mixes  should be arranged in dry weather. Laying of hot and cold mixtures should be done in spring and summer at an ambient temperature of at least 5 ° C, in autumn - at least 10 ° C; warm mixtures - at a temperature not lower than minus 10 ° С.

It is allowed to work using hot asphalt mixtures at an air temperature of at least 0 ° C, subject to the following requirements:

The thickness of the arranged layer should be at least 4 cm;

it is necessary to use asphalt mixtures with surfactants or activated mineral powders;

should be arranged, as a rule, only the lower layer of the two-layer asphalt concrete pavement; if vehicles will move along this layer in winter or spring, it should be arranged from dense asphalt mixtures;

the upper layer may be arranged only on the freshly laid lower layer until it cools (while maintaining the temperature of the lower layer at least 20 ° C).

The laying of cold asphalt mixtures should be completed approximately 15 days before the start of the autumn rainy season, with the exception of mixtures with activated mineral materials.

10.17. Before laying the mixture (for 1-6 hours), it is necessary to treat the surface of the lower layer with a bitumen emulsion, liquid or viscous bitumen, heated to the temperature indicated in the table. thirteen.

The consumption rate of materials, l / m2, should be set:

When processing with bitumen base - equal to 0.5 - 0.8, the lower layer of asphalt concrete coating - 0.2 - 0.3;

when processing with 60% bitumen emulsion of the base - 0.6 - 0.9, the lower layer of asphalt concrete coating - 0.3 - 0.4.

Processing the lower layer with a binder can be omitted if the time interval between the device of the upper and lower layers is no more than 2 days and there was no movement of building transport.

10.18. Asphalt mixtures should be laid with an asphalt paver and, as a rule, over the entire width.

In exceptional cases, mixtures may be placed in the lower coating layer and in the base with a grader. In this case, along the edges of the layer, thrust bars should be installed.

In places inaccessible to the paver, manual paving is allowed.

10.19. When laying hot, warm and cold (hot) asphalt mixtures with pavers, the thickness of the layer to be laid should be 10 - 15% more than the design one, and when laying with a grader or manual laying - by 25 - 30%.

When laying cold asphalt mixes from the stack with an asphalt paver (with sealing members turned off) and when laying with a grader or manually, the layer thickness should be 60 - 70% higher than the design one.

10.20. When laying structural layers with a thickness of more than 10 cm, as a rule, pavers with active compaction bodies should be used.

10.21. When using pavers with a tamper and a passive screed, as well as when using pavers with a tamper and a vibroplate when laying mixtures for dense asphalt concrete types A and B and for porous and highly porous asphalt concrete with a crushed stone content of more than 40%, the laying speed should be 2 - 3 should be 3 - 2 m / min

When laying mixtures for dense asphalt concrete of types B, D and D, as well as for porous and highly porous asphalt concrete with a crushed stone content of less than 40% and highly porous sand, the laying speed can be increased to 4 - 5 m / min. The operating modes of the sealing working bodies should be as follows: the speed of the shafts of the ramming beam 1000 - 1400 rpm; plate vibrator shaft - 2500 - 3000 rpm.

10.22. The temperature of asphalt mixtures when laying in structural layers pavement  must comply with the requirements of GOST 9128-84.

Compaction of mixtures should begin immediately after their installation, while observing the temperature regime specified in the table. 14.

10.23. When using pavers with a tamper and a passive screed (type DS-126A, DS-143), the following should be compacted:

mixtures for dense asphalt concrete of types A and B, as well as for porous and highly porous asphalt concrete with a crushed stone content of more than 40%, first with a roller on pneumatic tires weighing 16 tons (6 - 10 passes), or a smooth-roller roller weighing 10 - 13 tons (8 - 10 passes ), or a vibration roller with a mass of 6 - 8 tons (5 - 7 passes) and finally - a smooth-roller roller with a mass of 11 - 18 t (6 - 8 passes);

Mixes for dense asphalt concrete of types B, D and D, as well as for porous and highly porous asphalt concrete with crushed stone content of less than 40% and highly porous sand, first with a smooth-roller compactor of 6-8 tons or a vibratory compactor of 6-8 tons with the vibrator turned off (2 - 3 pass), then a roller on pneumatic tires weighing 16 tons (6 to 10 passes) or a smooth-roller roller weighing 10 to 13 tons (8 to 10 passes), or a vibrating roller weighing 6 to 8 tons with a vibrator on (3 to 4 passes) and finally - with a smooth-roller compactor weighing 11 - 18 tons (4 - 8 passes).

The speed of the rollers at the beginning of rolling should be no more than 1.5 - 2 km / h; after 5–6 passes, the speed can be increased to 3–5 km / h for smooth rollers, 3 km / h for vibratory rollers and 5–8 km / h for pneumatic rollers.

10.24. When using pavers with a tamper and a vibrating plate (type DS-155), the following should be compacted:

mixtures for dense asphalt concrete of types A and B, as well as for porous and highly porous asphalt concrete with a crushed stone content of over 40%, first with a smooth-rolled roller weighing 10 - 13 tons, a roller on pneumatic tires with a weight of 16 tons or a vibration roller with a weight of 6 - 8 tons (4 - 6 passages), and then with a smooth-roller compactor weighing 11 - 18 tons (4 - 6 passes);

mixtures for dense asphalt concrete of types B, D and D, as well as for highly porous sand, porous and highly porous with crushed stone content of less than 40%, first a smooth-roller compactor weighing 6-8 tons or a vibrating roller 6-8 tons with the vibrator turned off (2 - 3 passes) and then with a smooth-roller roller weighing 10 - 13 tons (6 - 8 passes), a roller on pneumatic tires weighing 16 tons or a vibration roller 6 - 8 tons with a vibrator on (4 - 6 passes) and finally - a smooth-roller roller weighing 11 - 18 t (4 passes).

The speed of the rollers at the beginning of rolling should not exceed, km / h: smooth-roller - 6, vibration - 3, on pneumatic tires - 10.

At the first pass of the smooth-drum rollers, the drive rollers should be in front.

10.25. Cold asphalt mixes must first be compacted with a roller on pneumatic tires (6 - 8 passes) or with a smooth-rolled mass of 6 - 8 tons (4 - 6 passes), and the final compaction is achieved from the movement of vehicles, which should be adjusted across the entire width of the carriageway, limiting speed driving up to 40 km / h. Pre-compaction of cold asphalt mixtures with activated mineral materials is also allowed to produce rollers weighing 10 - 13 tons, however, when cracks appear, packing should be stopped.

10.26. When laying asphalt mixtures with a thickness of 10 - 18 cm, the compaction should be performed first with a self-propelled roller on pneumatic tires (6 - 8 passes), then with a smooth-rolled mass of 11 - 10 tons (4 - 6 passes).

The working speed of the rollers during compaction of layers of increased thickness in the first 2 to 3 passes should not exceed 2 to 3 km / h, for the next 12 to 15 km / h. The air pressure in the tires of the skating rink at the beginning of rolling should be no more than 0.3 MPa, at the end - 0.8 MPa.

10.27. Compaction of asphalt mixtures containing polymers should be started only with smooth-rolled rollers weighing 6-8 or 10-13 tons.

10.28. When laying a mixture with paired strips, two (or more) stackers should be used or the edges of a previously laid strip should be heated using infrared emitters, and if they are absent, the edges of a previously laid strip should be heated by laying on it hot mix  10 - 20 cm wide. After heating the edge, the mixture should be shifted to the arranged strip until it is densified.

10.29. When laying asphalt mixes with paired strips during compaction of the first strip, the rollers of the roller should not come closer than 10 cm to the edge of the interface.

Sealing the next strip must begin along the longitudinal mating. The conjugation of the bands should be smooth and tight.

10.30. Cross sections of strips made of asphalt mixes should be perpendicular to the axis of the road.

At the end of the work shift, the edge of the sealed strip should be cut vertically along the cord and, when resuming work, be heated in accordance with the requirements of clause 10.28 or coated with bitumen or bitumen emulsion. When laying at the end of the rolling strip of the thrust board, the edge should not be cut off.

10.31. Defective areas (shells, areas with excessive or insufficient bitumen content, etc.) found on the coating or base after the end of rolling should be cut down; the edges of the cut-out places are greased with bitumen or bitumen emulsion, filled with asphalt mix and compacted.

10.32. Before installing the asphalt concrete layer on the existing coating during the reconstruction process, it is necessary to eliminate the defects (cracks and bumps) of the old coating, treat its surface in accordance with the requirements of clause 10.17 of this section. If the track depth on the old coating is more than 1 cm, it should be pre-leveled with a mixture and compacted.

10.33. When performing work aimed at increasing the adhesion of car tires to the surface of asphalt concrete pavement, they crush black gravel into an unconsolidated layer of asphalt concrete mixture.

10.34. For warming, it is necessary to use mainly cold, as well as hot and warm black gravel of fractions 5 - 10, 10 - 15 or 15 - 20 mm.

10.35. The laid layer of hot and warm asphalt mixture should be compacted with one or two passes of the roller weighing 6 - 8 tons, and then sprinkle the black gravel in an even layer into one gravel.

Norms of consumption of black crushed stone when using fractions:

5-10 mm ............ 6-8 kg / m2

10-15 "..................... 7-10 "

15-20 "...................... 9-12 "

10.36. The temperature of the mixture in the layer at the time of distribution of black gravel should be in the range of 90 - 110 ° C for hot mixtures and 60 - 80 - C for warm.

10.37. After distribution, the black gravel should be thrown into the laid layer with rollers with smooth rollers weighing 10 - 13 tons or rollers on pneumatic tires simultaneously with the compaction of the asphalt mix.

10.38. In the process of building asphalt concrete pavements, journals of laboratory quality control should be kept raw materials  and ready-mixed asphalt mixtures, bitumen temperature, temperature of the mixture at the place of preparation and laying, and a log of laying and compacting the mixture in shifts.

The list of magazines filled in during construction, installation and commissioning. A series of electronic publications “Executive documentation in construction” is a collection of forms of executive documentation filled in during construction, reconstruction, overhaulas well as construction highways.

CD Significantly increased the total number of journal forms. And removed the forms of statements, books, passports, protocols, which will later be published as separate disks.

Forms of executive documentation are presented in Word format (for editing and filling out forms) and in the form of an image (for visual viewing of a graphical copy of the original documents). These discs show the most popular forms of magazines filled in during construction, installation and commissioning. Drilling Journal. Logbook (change delivery and reception) of a construction hoist. A logbook for cradle workers working on a lift. A logbook for a crane operator. Watch log of a crane operator (operator) of a pipe-laying crane Watch log of a crane operator of a bridge type crane Watch log of a lift operator. Logbook for the operator (operator) of a hoisting crane; Magazine of architectural supervision of construction; Form 2; Journal of anticorrosive protection of welded joints; Journal of concreting of joints; Form 5. Journal of concrete work; Form 5.

Asphalt Mix Laying Magazine Download Free

A log of drilling wells, drilling broadening at the base of wells or shells Form 4. A log of vibro-immersion of piles-shells (piles) Form 4. A log of incoming inspection and acceptance of products, products, materials and structures in construction A log of incoming inspection and quality control of received parts, materials, of constructions and equipment Magazine of assignment of tasks to the brigade (maintenance and repair of elevators) Magazine of issuance of protective equipment mounting connections  with tension-controlled bolts Journal for recording control results (radiation method for determining the thickness of the protective layer of concrete, dimensions and location of reinforcement) Journal of shifts inspection of elevators Journal of pile driving Form 3. Journal of comments on the quality of work performed Journal of comments on the quality of design and estimate documentation Logging assembly joints and nodes. Journal of the recording of measured parameters when determining the heat transfer resistance of building envelopes.

Asphalt Mix Laying Magazine Download Form

• The technology of preparation of asphalt concrete mixtures for laying in a structural layer asphalt concrete mixtures is divided into.

A log of the results of testing tools and safety devices. A log of serifs and depth measurements. Magazine of production of injection piles. Magazine for the production of bored (bisected) piles.

Magazine of production of bored piles Form 4. Magazine of production of bored piles.

Magazine for the production of bored piles with a wider crushed stone base. Magazine for the manufacture and inspection of reinforcing cages for concreting monolithic and prefabricated reinforced concrete structures in construction (reconstruction) Form 4. Magazine for measuring the thickness of the concrete protective layer reinforced concrete structures.

It is very important to deliver the mixture from asphalt plant  (ABZ) right on time, at. Political Internet electronic scientific journal of the Kuban State Agrarian University · scholar.

The journal of engineering and geological inspection of the places of construction of small artificial structures. Magazine of engineering support of the construction site Form 2a. Magazine of injection of reinforcing beam channels Form 5. Magazine for testing concrete samples. Test log of sand and mineral powder. Test log of samples of asphalt mixtures taken from the mixer.

Test log of abrasive and elbor tools. Concrete test book for frost resistance. Test Log for Bitumen Raw Materials Form 2.

Bitumen Testing Journal. Viscous Test Journal oil bitumen  and polymer bitumen  binders (PBB) Form 2.

Test log of liquid petroleum bitumen Form 2. Test log of control samples of concrete Form 2. Test log of mineral powder Form 2.

Test log for samples of asphalt mixture taken from the mixer Form 1. Test log for samples taken from the asphalt coating Form 2. Test log for samples taken from the asphalt concrete coating (2) Test log for sand (screenings for crushing) Form 1. Test log for crushed stone samples. Test log of cement. Form 1. Test log of crushed stone, gravel, sand and gravel. Form 1.

Calibration Log torque wrenches. Journal of control calibration of keys for tension high strength bolts  Form 6. Journal of control tests of masonry for adhesion in building conditions.

Journal of control determinations of the composition of the asphalt mix. Journal of control checks of pressure gauges; Journal of quality control of concrete in winter conditions; Journal of quality control of works on filling and sealing joints of prefabricated buildings; Journal of density control subgrade  Form 1.

Appendix V Magazine for laying asphalt mixes. Appendix VI Consequences of violations of asphalt concrete construction technology.

Weld control journal. Journal of monitoring the composition of the asphalt mix by the accelerated method. Journal of hardness control of welded joints after heat treatment. Magazine for installation of cable couplings with a voltage higher than 1. In the Magazine for installation works Form 3. Journal of the bridge crane Journal of tension of reinforcing beams Form 5.

The journal leveling the crane tracks. Journal of Operational Quality Control construction  works. The log of the description of soil samples taken with depth measurements. Magazine for determining the grain composition and bitumen content in asphalt mix Form 2. Magazine for determining the strength of concrete in structures. Magazine inspection load handling devices and containers.

The logbook of inspection of tanks The logbook of inspections of the technical condition of forests, scaffolds and other means of cultivation. Magazine on water treatment in the boiler room. Magazine on the use of protective catching nets. Journal of briefings with a driver on traffic safety; Journal of pipeline welding; Journal of accounting for emergency and fire drills; Journal of immersion of boring screw piles (1) Journal of immersion of boring screw piles (2) Journal of immersion of pressed piles. Pile driving log. Pile dipping log.

A log of diving pillars into wells Form 4. A log of dipping sheet piles Form 3. A log of selection of the composition of asphalt concrete Form 2. A log of selection of the composition of asphalt concrete and testing samples when selecting formulations. Journal of underwater concreting Form 4. Journal of field screening of gravel. Magazine for setting high-strength bolts Form 5.

Magazine of pre-trip inspection of drivers Magazine of preparation of bitumen. Journal of the preparation of organic binders in oxidation plants SI- 2. T- 3. 09, T-3. 10 Form 2.

Magazine of reception and delivery of shifts for working on mechanisms. Magazine for acceptance and delivery of electric forklifts; Magazine for acceptance and inspection of scaffolding and scaffolds; Magazine for checking gas contamination of rooms and wells; Magazine for checking knowledge on fire safety rules. Journal of the production of anticorrosion works Journal of the production of works on highways in winter period. A logbook of work on stamping crushed stone into the bottom of a pit; A logbook of work on stamping rubble in a foundation pit; A logbook of work on coating a tank-accumulator.

Construction Work Log engineering structures Magazine of works on laying cast asphalt concrete mix. Magazine of the performance of work in the performance of shotcrete-concrete coatings. Magazine of the production of work, technical and architectural supervision. Magazine of production operational quality control of construction and installation works; Magazine of cable laying; Magazine of measurements of pavement. Trenchless work journal. The journal of works on waterproofing, corrosion protection, painting steel structures  Form 6. Journal of works on installation of building structures. Journal of works on lowering the well.

The logbook of the technical diagnostics service. Revision logbook of coils. Journal of audit and repair of the headset, metal structures and the building part of the furnace. Introductory Briefing Journal. Occupational safety instructing registration journal. A logbook of introductory fire drill. Journal of registration of internal documents.

Journal of registration of incoming documents. Journal of registration of documents.

asphalt mixture paving magazine form 14 download
  (With the Amendment published in the journal “Ukrainian Civil Aviation”, 2002 ... DBN V.2.6-14-97 Structures of buildings and structures ... When choosing the shape of the roof, it is necessary to take into account the transport of snow and its ... c) asphalt slabs.... Lightweight insulating concrete with monolithic laying (GOST 25820 -83). Download VBN A.3.1-36-3-96. ... Seamlessly hot-deformed according to TU 14 -3-190-82 .... materials must be registered in a special journal. .... Laying of gas pipelines in a trench should be carried out, as a rule, by .... Gas welding using a propane-butane mixture is allowed ... black sand or 4th grade asphalt with a layer of 3-5 cm on roads of categories II and II with ... In the construction of coatings by machines with sliding forms ..... 1- anchor pins from smooth reinforcement class A-II with a diameter of 14-16 mm; .... The mobility or stiffness of the concrete mixture at the installation site during ... February 20, 2012 ... The results of the review are documented in an act (in the form of .... keeping a corresponding journal on an ongoing basis. .... for more than 14 years or with a total mileage of over 400 thousand km - up to 9%. ..... Hn is the fuel consumption rate for scattering one body of sand or a mixture according to ... (for 4-year students and 5-year correspondence courses in the direction of preparation .. .. 4.4.14 Payment for research work. "Act of acceptance of completed contract work" (form No. KB-2v) - is ..... Protection and supports from erosion by laying stone materials or .... 1.15 15-16 17-18 18-19. Asphalt concrete I marks 1.05 10-12 11-13 12-14 1.10 9 -10 .. .. Sand-gravel and sand-gravel mixtures .... Downloaded: 564. The book in a popular form gives information on how the roof is arranged .... dazzled with a mixture of wood, metal and tile .... Page 14 .. ... of cement sand mortar  or from asphalt concrete. .... magazines you can find one classification of modern material ..... and facilitates its packing. April 15, 2010 ... 14. And such a little body with antennae we get as a result. We leave the tip of the thread more authentic so that we can sew our ... Inlet - a fresh portion of the fuel-air mixture is sucked into ... intended for the construction and repair of asphalt concrete pavements ... You can contact us by phone or via the feedback form on site. ... for paving slabs, a vibrating plate for laying tiles I will sell Odessa, ... Forms of documents in the public domain. Download or print from the site. Samples of documents in MS-Word and Excel on the ConsultantPlus website Magazine for laying asphalt mix ... Form 14 Magazine for laying ... Magazine (form) Magazine for laying asphalt mix buy in Moscow. ... Stacking magazine ... Any forms ... 1.Download the magazine laying a / b mixture. 2.Download the general work log. 3.Download the act of hidden ... Magazine laying asphalt mix download ... Magazine laying ... mixes download ... Stacking asphalt mixes ... 14. ACCEPTANCE ... and laying and magazine laying and ... Magazine laying download asphalt concrete mix ... Form 14 ... form of the paving log ... Provides information about the materials for asphalt mixes ... paving when ... SG 130/200 BND ... Before starting the paving of the asphalt mix ... Paving log ... mixtures. Magazine form ... Magazine for testing samples of asphalt mixtures, ... mixtures Form 28 Magazine ... magazine No. 14 ... You can download them ... recommendations on paving technology and ... Asphalt mixtures ...

Date, month

Opening hours (start and end of shift)

Place of work

Done work

Consumption, t

The mixture is returned to the plant (defective), t

Seal

Quality of work

Air temperature ° C

Weather condition (clear, wind, quiet)

Signature of the responsible person

Volume m (m 2)

to the bottom layer

to the top layer

Number of Rollers

Ice rink brand

Flatness, mm

Width cm

Cross slope,% o

Appendix 2

The list of basic regulatory and technical documents used in the development of the Manual

GOST 127-76. Sulfur technical. Technical conditions

GOST 305-82. Diesel fuel. Technical conditions

GOST 2477-65. Petroleum products. Method for determining the water content.

GOST 3344-83. Crushed stone and sand slag for road construction. Technical conditions

GOST 3900-85. Oil and oil products. Density determination methods.

GOST 3956-76. Silica gel technical. Technical conditions

GOST 4333-87. Petroleum products. Methods for determining flash points and ignition temperatures in an open crucible.

GOST 4641-80. Coal tar for road construction. Technical conditions

GOST 7855-84. Explosive and universal machines for static testing of metals and structural plastics. Types, basic parameters. General technical requirements.

GOST 8267-82. Natural stone crushed stone for construction work. Technical conditions

GOST 8268-82. Gravel for construction work. Technical conditions

GOST 8735-88. Sand for construction work. Test methods.

GOST 8736-85. Sand for construction work. Technical conditions

GOST 8905-82. Machines (hydraulic presses) for static tests of building materials for compression. General specifications.

GOST 9128-84. Mixes asphalt concrete road, airfield and asphalt concrete. Technical conditions

GOST 9179-77. Building lime. Technical conditions

GOST 10178-85. Portland cement and slag Portland cement. Technical conditions

GOST 10260-82. Gravel rubble for construction work. Technical conditions

GOST 11501-78. Oil bitumen. Method for determining the depth of penetration of the needle.

GOST 11503-74. Oil bitumen. Method for determination of conditional viscosity.

GOST 11504-73. Oil bitumen. Method for determining the amount of evaporated thinner from liquid bitumen.

GOST 11505-75. Oil bitumen. Method for determining elongation.

GOST 11506-73. Oil bitumen. The method of determining the softening temperature of the Ring and Ball.

GOST 11507-78. Oil bitumen. Method for determining the temperature of fragility according to Fraas.

GOST 11508-74. Oil bitumen. Method for determining the adhesion of bitumen to marble and sand.

GOST 11510-65. Oil bitumen. Method for determining the content of water-soluble compounds.

GOST 11511-65. Oil bitumen. Method for the determination of water soluble acids and alkalis.

GOST 11512-65. Oil bitumen. Ash determination method.

GOST 11955-82. Bitumen oil road liquid. Technical conditions

GOST 12801-84. Mixes are asphalt concrete road and airfield, tar concrete mixtures, asphalt concrete and tar concrete. Test methods.

GOST 13835-73. Rubber synthetic heat-resistant low molecular weight SKTN. Technical conditions

GOST 16557-78. Mineral powder for asphalt mixtures. Technical conditions

GOST 18659-81. Emulsions are bituminous road. Technical conditions

GOST 22245-76. Viscous petroleum bitumen. Technical conditions

GOST 23239-78. Synthetic fatty acids of the fractions C 5 -C 6, C 7 -C 9, C 5 -C 9, C 9 -C 10, C 10 -C 13, C10-C 16 C 12 -C 16, C 17 -C 20. Technical conditions

GOST 23717-79. Technical flotamine. Technical conditions

GOST 24104-80. Laboratory scales for general use and exemplary. Technical conditions

GOST 25877-83. Mixes tar and tar concrete. Technical conditions

GOST 26193-84. Materials from screenings of crushing of igneous rocks for construction work. Technical conditions

GOST 16705-80. Asphalt mixing plants. Technical conditions

TU 38 of the Ukrainian SSR 201-170-78. Adhesive additive BP-3.

TU 6-02-795-78. Aliphatic amines C 17 -C 20 technical.

TU 6-02-1067-81. Collector ANP-2.

TU 6-02-750-87. VAT residues in the production of amines C 17 -C 20.

TU 113-03-13-30-85. CODE product.

TU 38-407250-83. Diethanolamides FFA fraction C 21 -C 25 Diethanolamide vat FFA

OST 18-114-73. Gossypol resin.

TU 18-17 / 54-80. Tar oil.

TU 18 of the Ukrainian SSR 392-74. Tar oil.

OST 38-01182-80. The remainder is still produced by FFA.

TU 38-30196-83. Petrolatum oxidized.

OST 14-62-80. Coal tar.

TU 35-1669-88. Cementing polymer-bitumen based on DST and polymer-asphalt concrete.

TU 38 101582-75. Raw materials for the production of viscous petroleum road bitumen.

TU 38 103267-80. Thermoplastic elastomers butadiene styrene.

TU 38 40359-85. Thermoelastoplast butadiene styrene brand DST-ZOB.

TU 38 10436-87. Crushed rubber grades RD, RDS and RDE.

TU 38 103524-87. Rubber crumb BS-P (production waste of synthetic rubbers and latexes).

SNiP III-4-80. Safety in construction.

SNiP 2.05.02-85. Car roads.

SNiP 2.05.08-85. Airfields.

BCH 46-83. Instructions for the design of pavements of non-rigid type. (M .: Transport, 1985).

BCH 115-75. Technical guidelines for the preparation and use of road emulsions.

BCH 120-65. Technical guidelines for the construction of roads in winter conditions. (Orgtransstroy, M. 1966).

Guide to the construction of road asphalt pavements. - M .: Transport, 1978.