Appendix 2

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

GOST 127-76. Technical sulfur. Technical conditions.

GOST 305-82. Diesel fuel. Technical conditions.

GOST 2477-65. Petroleum products. Method for determination of water content.

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

GOST 3900-85. Oil and oil products. Methods for determining density.

GOST 3956-76. Technical silica gel. Technical conditions.

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

GOST 4641-80. Tar coal for road construction. Technical conditions.

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

GOST 8267-82. Natural 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 compression testing of building materials. General technical conditions.

GOST 9128-84... Road, airfield and asphalt concrete mixtures. Technical conditions.

GOST 9179-77... Construction lime. Technical conditions.

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

GOST 10260-82. Crushed stone from gravel for construction work. Technical conditions.

GOST 11501-78... Petroleum bitumens. Method for determining the penetration depth of the needle.

GOST 11503-74... Petroleum bitumens. Method for determining the conditional viscosity.

GOST 11504-73... Petroleum bitumens. Method for determining the amount of evaporated breaker from liquid bitumen.

GOST 11505-75... Petroleum bitumens. Elongation determination method.

GOST 11506-73... Petroleum bitumens. Method for determining the softening point by the Ring and the Ball.

GOST 11507-78... Petroleum bitumens. Method for determining the temperature of brittleness according to Fraas.

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

GOST 11510-65. Petroleum bitumens. Method for determining the content of water-soluble compounds.

GOST 11511-65. Petroleum bitumens. Method for the determination of water-soluble acids and alkalis.

GOST 11512-65... Petroleum bitumens. Ash content determination method.

GOST 11955-82... Oil road liquid bitumens. Technical conditions.

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

GOST 13835-73. Synthetic heat-resistant low molecular weight SKTN rubber. Technical conditions.

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

GOST 18659-81... Road bitumen emulsions. Technical conditions.

GOST 22245-76. Viscous oil road bitumens. Technical conditions.

GOST 23239-78. Synthetic fatty acids of 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 flotamin. Technical conditions.

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

GOST 25877-83. Tar mixes and tar concrete. Technical conditions.

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

GOST 16705-80. Installations are asphalt mixing. Technical conditions.

TU 38 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. Bottom residues from the production of C 17 -C 20 amines.

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

TU 38-407250-83. Diethanolamides FFA fraction C 21 -C 25 Diethanolamides of distillate FFA.

OST 18-114-73. Gossypol resin.

TU 18-17 / 54-80. Fat tar.

TU 18 Ukrainian SSR 392-74. Fat tar.

OST 38-01182-80. The remainder of the vat production of SZhK.

TU 38-30196-83. Oxidized petrolatum.

OST 14-62-80. Coal tar.

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

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

TU 38 103267-80. Styrene-butadiene thermoplastic elastomers.

TU 38 40359-85. Styrene-butadiene thermoplastic elastomer grade DST-ZOB.

TU 38 10436-87. Crushed rubber of the RD, RDS and RDE brands.

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

SNiP III-4-80... Construction safety.

SNiP 2.05.02-85... Car roads.

SNiP 2.05.08-85. Airfields.

VSN 46-83... Instructions for the design of non-rigid pavements. (Moscow: Transport, 1985).

VSN 115-75. Technical instructions for the preparation and use of road emulsions.

VSN 120-65. Technical instructions for the construction of highways in winter conditions. (Orgtransstroy, M. 1966).

Guidelines for the construction of road asphalt pavements. - M .: Transport, 1978.

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AUTOMOTIVE ROADS - SNiP 3-06-03-85 (approved by the Decree of the State Construction Committee of the USSR dated 20-08-85 133) (2017) Actual in 2017

INSTALLATION OF ASPHALT CONCRETE MIXTURES

10.16. Asphalt-concrete coatings and bases should be installed in dry weather. Hot and cold mixes should be laid in spring and summer at an ambient temperature of at least 5 ° С, in autumn - at least 10 ° С; warm mixtures - at a temperature not lower than minus 10 ° С.

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

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

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

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

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

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

10.17. Before laying the mixture (for 1 - 6 hours), it is necessary to process the surface of the lower layer with a bitumen emulsion, liquid or viscous bitumen heated to the temperature indicated in table. 13.

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

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

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

The processing of 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 the construction transport.

10.18. Asphalt mixes should be laid with an asphalt paver and generally over the full width.

In exceptional cases, it is allowed to lay the mixtures into the bottom layer of the coating and into the base with a motor grader. In this case, stop bars should be installed along the edges of the layer.

Manual paving is permitted in areas inaccessible to the paver finisher.

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

When laying cold asphalt concrete mixture from a pile using an asphalt paver (with the compacting working elements turned off) and when laying with a motor grader or manually, the layer thickness should be 60 - 70% higher than the design one.

10.20. When paving structural layers more than 10 cm thick, asphalt pavers with active compaction elements should generally be used.

10.21. When using tamper pavers with a passive screed, and when using tamper pavers with a vibratory plate, 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 paving speed 3 should be 2 m / min.

When laying mixtures for dense asphalt concrete of types C, 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 sandy, the paving speed can be increased to 4 - 5 m / min. The operating modes of the compacting working bodies should be as follows: the speed of the tamper shafts 1000 - 1400 rpm; the vibrator shaft of the plate - 2500 - 3000 rpm.

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

Compaction of mixtures should be started immediately after they have been laid, while observing temperature regime, indicated in table. fourteen.

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

mixtures for dense asphalt concrete 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 vibrating roller weighing 6 - 8 tons (5 - 7 passes) and finally - a smooth roller roller weighing 11 - 18 tons (6 - 8 passes);

Mixtures for dense asphalt concrete of types C, 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 sandy first with a smooth drum roller 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 - 10 passes) or a smooth roller roller weighing 10 - 13 tons (8 - 10 passes), or a vibrating roller weighing 6 - 8 tons with a vibrator turned on (3 - 4 passes) and finally - a smooth roller roller 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 drum rollers, 3 km / h for vibratory rollers and 5 - 8 km / h for pneumatic tire rollers.

10.24. When using asphalt pavers with a tamper and 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 more than 40%, first with a smooth roller roller weighing 10 - 13 tons, a roller on pneumatic tires weighing 16 tons or a vibrating roller weighing 6 - 8 tons (4 - 6 passes), and then - with a smooth roller roller weighing 11 - 18 tons (4 - 6 passes);

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

The drive drums must be in front when the smooth drum rollers are first driven.

10.25. Cold asphalt concrete mixtures should be pre-compacted with a roller on pneumatic tires (6 - 8 passes) or with a smooth roller mass of 6 - 8 t (4 - 6 passes), and the final compaction is achieved by motion Vehicle, which should be adjusted over the entire width of the carriageway, limiting the speed to 40 km / h. Pre-compaction of cold asphalt-concrete mixtures with activated mineral materials can also be performed with rollers weighing 10-13 tons, however, when cracks appear, rolling should be stopped.

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

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

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

10.28. When laying the mixture in conjugated strips, two (or more) stackers should be used or the edges of the previously laid strip should be heated using infrared emitters, and in their absence, the edge of the previously laid strip should be heated by laying on it a hot mixture 10 - 20 cm wide. the mixture should be pushed onto a suitable strip until it is compacted.

10.29. When laying asphalt-concrete mixtures in mating strips during the compaction of the first strip, the rollers of the roller should not approach the mating edge by more than 10 cm.

The compaction of the next strip must be started along the longitudinal conjugation. The mating of the stripes should be even and tight.

10.30. The transverse junctions of the lanes made of asphalt concrete mixtures must be perpendicular to the axis of the road.

At the end of the work shift, the edge of the compacted strip should be cut vertically along the cord and, when work is resumed, heated in accordance with the requirements of clause 10.28 or coated with bitumen or bitumen emulsion. When laying the stop board at the end of the rolled strip, the edge should not be chopped off.

10.31. Areas with defects (shells, areas with excessive or insufficient bitumen content, etc.) found on the surface or base after the end of rolling must be cut down; the edges of the felled places are greased with bitumen or bitumen emulsion, filled with asphalt concrete mixture and compacted.

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

10.33. When performing work aimed at increasing the adhesion of automobile tires to the surface of the asphalt concrete pavement, black crushed stone is injected into the uncompacted layer of the asphalt concrete mixture.

10.34. For embedding, mainly cold, as well as hot and warm black crushed stone of fractions 5 - 10, 10 - 15 or 15 - 20 mm should be used.

10.35. The laid layer of hot and warm asphalt concrete mixture should be compacted with one or two passes of a roller weighing 6 - 8 tons, after which the black crushed stone should be scattered in an even layer into one crushed stone.

Consumption rates 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 by the time the black crushed stone is distributed should be in the range of 90 - 110 ° С for hot mixes and 60 - 80 - С - for warm ones.

10.37. After distribution, black crushed stone should be poured into the laid layer by rollers with smooth drums weighing 10 - 13 tons or rollers on pneumatic tires simultaneously with additional compaction of the asphalt concrete mixture.

10.38. In the course of work on the construction of asphalt concrete pavements, logs of laboratory quality control of raw materials and finished asphalt concrete mixtures, bitumen temperature, mixture temperature at the place of preparation and laying, and a journal of laying and compacting the mixture in shifts should be kept.

List of Journals to be filled in during construction, installation and commissioning works. A series of electronic publications "Executive documentation in construction" is a collection of forms of executive documentation forms, filled in during construction, reconstruction, overhaul, as well as the construction of highways.

CD. The total number of journal forms has been significantly increased. And removed the forms of statements, books, passports, protocols, which will later be published on 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 graphic copy of the original documents). These disks contain the most popular forms of magazines filled in during construction, installation and commissioning works. Drilling log. Log book (delivery and acceptance of shifts) of a construction hoist. The logbook for the cradle workers working on the hoist The logbook of the crane operator. The logbook of the crane operator (driver) of the pipe-laying crane. The logbook of the bridge crane operator. The logbook of the hoist driver. Log book of the operator (driver) of a lifting crane-manipulator Log of construction supervision Form 2 Log of corrosion protection of welded joints Log of concreting joints Form 5. Log of concrete work Form 5.

Asphalt Mix Laying Log Free Download

Log of drilling wells, drilling of broadenings in the base of wells or shells Form 4. Log of vibrating piles-shells (piles) Form 4. Log of incoming inspection and acceptance of products, products, materials and structures at construction Log of incoming control and accounting for the quality of received parts, materials, of structures and equipment Journal for issuing tasks to the brigade (maintenance and repair of elevators) Journal for issuing protective equipment Journal for making erection connections on bolts with controlled tension Journal for recording control results (radiation method for determining the thickness of the protective layer of concrete, dimensions and location of reinforcement) Journal for every shift inspection of lifts Pile driving journal Form 3. Journal of comments on the quality of work performed. Journal of comments on the quality of design estimates.

Asphalt Mix Laying Log Download Form

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

Log of the results of checking tools and safety devices Log of marks and depth measurements. Journal of the manufacture of bored injection piles. Journal of the manufacture of bored (cut-off) piles.

Journal of bored piles production Form 4. Journal of bored piles production.

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

It is very important to deliver the mixture from the asphalt concrete plant (ABZ) just in time, when. Polythematic network electronic scientific journal of the Kuban State Agrarian University · scholar.

Journal of geological engineering survey of small artificial structures construction sites. Journal of engineering support of the construction object Form 2a Journal of injection of channels of reinforcing beams Form 5. Journal of testing concrete samples. Sand and Mineral Powder Test Log. Test log for asphalt mix samples taken from the mixer.

Journal of testing of abrasive and elbor tools. Journal of testing concrete for frost resistance. Bituminous raw material test log Form 2.

Bitumen test log. Test log for viscous petroleum bitumen and polymer-bitumen binders (PBB) Form 2.

Log of testing liquid petroleum bitumen Form 2. Log of testing of control samples of concrete Form 2. Log of testing of mineral powder Form 2.

Log of testing samples of asphalt concrete mixture taken from the mixer Form 1. Log of testing samples taken from asphalt concrete pavement Form 2. Log of testing samples taken from asphalt concrete pavement (2) Log of testing sand (screenings of crushing) Form 1. Log of testing crushed stone samples. Cement test log Form 1. Test log for crushed stone, gravel, sand and gravel mixture Form 1.

Torque wrench control calibration log. Log of control calibration of keys for tension of high-strength bolts Form 6. Log of control tests of masonry for adhesion in building conditions.

Journal of control determinations of the composition of the asphalt concrete mixture. Log of control checks of pressure gauges Log of quality control of concrete in winter conditions Log of quality control of work on embedding and sealing joints of prefabricated buildings Log of control of density of subgrade Form 1.

Appendix V Log of paving asphalt concrete mix. Appendix VI Consequences of violations of asphalt concrete construction technology.

Welded joints inspection log. Journal of the control of the composition of the asphalt concrete mixture by the accelerated method. Journal of hardness control of welded joints after heat treatment. Log of installation of cable joints with voltage higher than 1. В Log of installation work Form 3. Log of an overhead crane Log of tension of reinforcing bundles Form 5.

Crane track leveling log. Journal of operational quality control of construction and installation works. Journal of description of soil samples taken during depth measurements. Journal of determination of grain size composition and bitumen content in asphalt concrete mixture Form 2. Journal of determination of concrete strength in structures. Log of inspection of load-gripping devices and containers.

Tank inspection log Log of scaffolding technical condition inspections, scaffolds and other means of paving. Magazine on water treatment in the boiler room. Magazine on the use of protective nets. Journal for instructing the driver on traffic safety. Journal for welding pipelines. Journal for recording emergency, fire-fighting drills. Driving pile log. Pile driving log.

Log of immersion of pillars in wells Form 4. Log of sheet piling Form 3. Log of selection of the composition of asphalt concrete Form 2. Log of selection of asphalt concrete compositions and testing of samples during the selection of compositions. Underwater concreting log Form 4. Field gravel screening log. High Strength Bolt Setting Log Form 5.

Drivers pre-trip inspection log Bitumen preparation log. Journal of the preparation of organic binders in oxidizing installations SI-2. T- 3. 09, T- 3. 10 Form 2.

Journal of acceptance and delivery of shifts for those working on the mechanisms. Journal of acceptance and delivery of electric forklifts. Journal of acceptance and inspection of scaffolding and scaffolding. Journal of checking gas contamination of premises and wells. Journal of checking knowledge of fire safety rules. Journal of the production of anticorrosive works Journal of the production of works on highways in the winter. Journal of work on ramming crushed stone into the bottom of the pit. Journal of work on ramming pits. Journal of work on coating the accumulator tank.

Journal of the production of works on the construction of engineering structures. Journal of the production of works on the laying of cast asphalt concrete mixture. Journal of the production of works during the execution of shotcrete-concrete coatings. Journal of the production of works, technical and architectural supervision. Journal of production operational quality control of construction and installation works. Journal of cable laying. Journal of pavement measurements. Trenchless excavation log. Journal of works on waterproofing, anti-corrosion protection, painting of steel structures. Form 6. Journal of works on installation of building structures. Journal of works on lowering a well.

Technical diagnostics service log. Coil revision log. The log of the revision and repair of the headset, metal structures and the construction part of the furnace. Introductory briefing log. Register of introductory briefing on labor protection. Registration log of introductory fire-fighting instructions. Journal of registration of internal documents.

Register of incoming documents. Document registration journal.