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 specifications

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 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.

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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 bases from asphalt mixtures 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 a 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 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, persistent 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 compacting tools 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, asphalt 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 2 - 3 m / min

When laying mixtures for dense asphalt concrete 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 the structural layers of pavement must comply with the requirements of GOST 9128-84.

Compaction of mixtures should begin immediately after they are laid, observing temperature conditionspecified 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 with 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);

Mixtures for dense asphalt concrete 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, first with a smooth-roller compactor weighing 6 - 8 tons or a vibrating roller weighing 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);

mixes for dense asphalt concrete of types B, D and D, as well as for highly porous sandy, porous and highly porous gravel with a 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 should 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 seal 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, 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-roller rollers weighing 6-8 or 10-13 tons.

10.28. When laying the mixture with paired strips, two (or more) stackers should be used or the edges of the previously laid strip should be heated using infrared emitters, and if they are absent, the edges of the previously laid strip should be heated by laying a hot mixture with a width of 10 - 20 cm on it. 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 by more than 10 cm to 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 arranged from asphalt concrete mixtures 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 fractions of 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 by 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 construction of asphalt concrete pavements, journals of laboratory quality control of raw materials and finished asphalt mixes, bitumen temperature, temperature of the mixture at the place of preparation and placement, and a log of laying and compaction of the mixture for shifts should be kept.

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 the construction of roads.

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 that are filled in during construction, installation and commissioning. Drilling Journal. The 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 vibration dipping of piles-shells (piles) Form 4. A log of incoming inspection and acceptance of products, products, materials and structures in construction of constructions and equipment Magazine of assignment of tasks to the brigade (maintenance and repair of elevators) Magazine of issuance of protective equipment Magazine of mounting connections for bolts with controlled tension Log for recording Control results (radiation method for determining the thickness of the protective layer of concrete, size and location of reinforcement) Log of the shift inspection of lifts Log of pile driving Form 3. Log of comments on the quality of work Log of remarks on the quality of design and estimate documentation Log of mounting joints and assemblies Log of the record of measured parameters in 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 checking tools and safety devices. A log of serifs and depth measurements. Magazine of production of injection piles. Magazine for the production of bored (bored) piles.

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

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

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

The journal of engineering and geological survey 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. Concrete samples test journal. Sand and mineral powder test journal. 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. Test log of viscous petroleum 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 of samples of asphalt concrete mixture taken from the mixer Form 1. Test log of samples taken of asphalt concrete coating Form 2. Test log of samples taken of asphalt concrete coating (2) Test log of sand (screenings of crushing) Form 1. Test log of crushed stone samples. Test log of cement. Form 1. Test log of crushed stone, gravel, sand and gravel. Form 1.

Journal of control calibration of torque wrenches. Journal of control calibration of keys for tensioning 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 sealing and sealing joints of prefabricated buildings; Journal of control of density of subgrade Form 1.

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

Journal of weld control. 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

The log of the leveling of the crane tracks. Journal of operational quality control of 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 reservoirs 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 dowels Form 3. A log of selection of the composition of asphalt concrete Form 2. A log of selection of compositions 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; Journal of the production of anti-corrosion works. Journal of the production of works on roads in the winter. 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.

Magazine of works on the construction of engineering structures Magazine of works on the laying of cast asphalt 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 logbook of works on waterproofing, corrosion protection, painting of steel structures Form 6. The logbook of works on the installation of building structures The logbook of works on lowering the well.

The logbook of the technical diagnostic service. Revision logbook of coils. The audit and repair magazine 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.