Ethio Construction Engineering
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๐Ÿ”จ World Construction Engineering
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The suitable method for distribution system for a city with haphazard growth pattern is
Anonymous Quiz
21%
Ring system
43%
Grid system
24%
Tree system
12%
Reticulated system
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Which of the following methods is NOT used to test the degree of fineness of cement?
Anonymous Quiz
27%
Tensiometer method
40%
Sieve method
19%
Wagner Turbidimeter method
14%
Air permeability method
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Ethio Construction Engineering
๐Ÿ‘‰แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ต แŠ แ‹ฒแˆฑแŠ• 5 แ‰ขแˆŠแ‹จแŠ• แ‹ถแˆ‹แˆญ แˆšแ‹ซแ‹ˆแŒฃ โ€˜แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ต แŠจแ‰ฐแˆ›โ€™ แŒแŠ•แ‰ฃแ‰ณ แ‰ แŠ แˆซแ‰ต แ‹“แˆ˜แ‰ณแ‰ต แ‹แˆตแŒฅ แˆˆแˆ›แŒ แŠ“แ‰€แ‰… แŠฅแ‹จแˆ แˆซ แˆ˜แˆ†แŠ‘แŠ• แŒˆแˆˆแŒธแกแก ๐ŸŒŸแŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ฑ โ€œแŠคแˆญแ–แˆญแ‰ต แˆฒแ‰ฒโ€ แ‰ฅแˆŽ แ‹จแˆšแŒ แˆซแ‹แŠ• แŒแŠ•แ‰ฃแ‰ณ แˆˆแˆ˜แŒ€แˆ˜แˆญ แŠจแŒซแ แ‹จแ‹ฐแˆจแˆฐแ‹ แŠฅแ‹จแŒจแˆ˜แˆจ แ‹จแˆ˜แŒฃแ‹แŠ• แ‹จแ‹ฐแŠ•แ‰ แŠžแ‰ฝ แแˆ‹แŒŽแ‰ต แˆˆแˆ›แˆญแŠซแ‰ต แˆ˜แˆ†แŠ‘แŠ• แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹“แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ต แ‹จแŠ•แŒแ‹ต แˆฅแˆซ แ‹˜แˆญแ แ‹‹แŠ“ แˆฅแˆซ แŠ แˆฅแˆแŒปแˆš แˆˆแˆ› แ‹ซแ‹ฐแ‰ป แ‰ฐแŠ“แŒแˆจแ‹‹แˆแกแก ๐Ÿšงแ‹จ โ€˜แŠ แ‹จแˆญโ€ฆ
๐Ÿ‘‰แ‹จแŠขแ‰ตแ‹ฎแŒตแ‹ซ แŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ต แŒแˆฉแ• แ‰ แŠฆแˆฎแˆšแ‹ซ แŠญแˆแˆ แ‰ขแˆพแแ‰ฑ (แ‹ฐแ‰ฅแˆจ แ‹˜แ‹ญแ‰ต) แŠ แ‰ฆแˆดแˆซ แ‰ แˆšแ‰ฃแˆ แˆฅแแˆซ  แ‹จแˆšแ‹ซแˆตแŒˆแАแ‰ฃแ‹แŠ• แ‹จแŒแ‹™แ‰แŠ• แ‹“แˆˆแˆ›แ‰€แ แŠ แ‹แˆฎแ•แˆ‹แŠ• แˆ›แˆจแŠแ‹ซ แ•แˆฎแŒ€แŠญแ‰ต แ‹›แˆฌ แ‹ญแ‹ แ‹ซแ‹ฐแˆญแŒ‹แˆแข

๐ŸšงแŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ฑ แ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‰ แ‹ญแ‹ แˆˆแˆ›แˆตแŒ€แˆ˜แˆญแฃ แ‰ แˆตแŠซแ‹ญ แˆ‹แ‹ญแ‰ต แˆ†แ‰ดแˆ แŠจแ‰€แ‰ตแˆญ แ‰ แŠ‹แˆ‹ แŠจแŠ แŠ•แ‹ต แ‹“แˆˆแˆ›แ‰€แ แŠฉแ‰ฃแŠ•แ‹ซ แŒ‹แˆญ แ‹จแˆ˜แŒแ‰ฃแ‰ขแ‹ซ แˆตแˆแˆแАแ‰ต แŠฅแŠ•แ‹ฐแˆšแˆแˆซแˆจแˆ แ‰ณแ‹แ‰‹แˆแข

โญ๏ธแŠ แ‹จแˆญ แˆ˜แŠ•แŒˆแ‹ฑ แ‹จแ•แˆฎแŒ€แŠญแ‰ฑแŠ• แ‹จแˆ˜แŒแ‰ฃแ‰ขแ‹ซ แˆตแˆแˆแАแ‰ต แŠจแ‹จแ‰ตแŠ›แ‹ แ‹“แˆˆแˆ›แ‰€แ แŠฉแ‰ฃแŠ•แ‹ซ แŒ‹แˆญ แŠฅแŠ•แ‹ฐแˆšแˆแˆซแˆจแˆ แŒแŠ• แˆˆแŒŠแ‹œแ‹ แŠ แˆแŒ แ‰€แˆฐแˆแข

๐Ÿทแ‹จแˆšแŒˆแАแ‰ฃแ‹ แ‹จแŠคแˆญแ–แˆญแ‰ต แŠจแ‰ฐแˆ›แ‹ แŠจ38 แŠฅแˆตแŠจ 40 แŠซแˆฌ แŠชแˆŽ แˆœแ‰ตแˆญ แ‰ แˆšแˆ†แŠ• แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‹จแˆšแ‹ซแˆญแ แˆฒแˆ†แŠ•แค แ‹จแŠคแˆญแ–แˆญแ‰ต แŠจแ‰ฐแˆ›แ‹ แŒแŠ•แ‰ฃแ‰ณ แ‰ แŠ แˆแˆตแ‰ต แ‹“แˆ˜แ‰ต แŒŠแ‹œ แ‹แˆตแŒฅ แ‹จแˆšแŒ แŠ“แ‰€แ‰… แˆ˜แˆ†แŠ‘ แ‰ฐแŒˆแˆแ† แАแ‰ แˆญแข

โญ๏ธแ‹จแŠคแˆญแ–แˆญแ‰ต แŠจแ‰ฐแˆ›แ‹ แ‰ แˆแŒฃแŠ• แ‹จแ‰ฃแ‰กแˆญ แˆ˜แˆตแˆ˜แˆญ แŠจแ‰ฆแˆŒ แŠคแˆญแ–แˆญแ‰ต แŒ‹แˆญ แŠฅแŠ•แ‹ฐแˆšแŒˆแŠ“แŠ แ‹ญแ‰ณแ‹ˆแ‰ƒแˆแข

๐Ÿ’ซแ‹จแŠคแˆญแ–แˆญแ‰ต แŠจแ‰ฐแˆ› แŒแŠ•แ‰ฃแ‰ณแ‹ แ‰ แˆแˆˆแ‰ต แˆแ‹•แˆซแ แ‰ฐแŠจแแˆŽ แ‹จแˆšแŠจแŠ“แ‹ˆแŠ• แˆ˜แˆ†แŠ‘แŠ• แŠจแ‹šแˆ… แ‰ แŠแ‰ต แ‹จแ‹ˆแŒก แˆ˜แˆจแŒƒแ‹Žแ‰ฝ แ‹ญแŒ แ‰แˆ›แˆ‰แข

๐ŸšงแŒแŠ•แ‰ฃแ‰ณแ‹ แˆฒแŒ แŠ“แ‰€แ‰… แŠ แ‹แˆฎแ•แˆ‹แŠ• แˆ›แˆจแŠแ‹ซแ‹ แ‰ แŠ แŠ•แ‹ต แŒŠแ‹œ แŠฅแˆตแŠจ 200 แŠ แ‹แˆฎแ•แˆ‹แŠ–แ‰ฝ แ‹จแˆ›แ‰†แˆ แŠ แ‰…แˆ แ‹ญแŠ–แˆจแ‹‹แˆแกแก

โบแ‰ แŠ แ‹ฒแˆต แŠ แ‰ แ‰ฃ แ‹จแˆšแŒˆแŠ˜แ‹ แ‰ฆแˆŒ แ‹“แˆˆแˆ แŠ แ‰€แ แŠคแˆญแ–แˆญแ‰ฑ แ‰ แ‰…แˆญแ‰ก แˆ›แˆตแ‹แŠแ‹ซ แŠจแ‰ฐแ‹ฐแˆจแŒˆแˆˆแ‰ต แ‰ แŠ‹แˆ‹ แŒแŠ• แ‰ แ‹“แˆ˜แ‰ต แŠจ22 แˆšแˆŠแ‹ฎแŠ• แ‰ แˆ‹แ‹ญ แˆ˜แŠ•แŒˆแ‹ฐแŠžแ‰ฝแŠ• แ‹จแˆ›แˆตแ‰ฐแŠ“แŒˆแ‹ต แŠ แ‰…แˆ แŠ แŒแŠแ‰ทแˆแข

๐Ÿ’ซแŠจแ‰ขแˆพแแ‰ฑ แŠจแ‰ฐแˆ› แ‹ˆแŒฃ แ‰ฅแˆŽ แŠ แ‰ก แˆดแˆซ แ‰ แ‰ฐแ‰ฃแˆˆ แˆฅแแˆซ แ‹จแˆšแŒˆแАแ‰ฃแ‹ แŠ แ‹ฒแˆต แ‹จแŠคแˆญแ–แˆญแ‰ต แŠจแ‰ฐแˆ› แ‰ แ‹“แˆ˜แ‰ต แŠจ80 แˆšแˆŠแ‹ฎแŠ• แ‰ แˆ‹แ‹ญ แˆ˜แŠ•แŒˆแ‹ฐแŠžแ‰ฝแŠ• แˆ›แˆตแ‰ฐแŠ“แŒˆแ‹ต แ‹จแˆšแ‰ฝแˆ  แˆ˜แˆ†แŠ‘ แˆฒแŒˆแˆˆแŒฝ แˆฐแŠ•แ‰ฅแ‰ทแˆแข

@etconp
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๐Ÿ‘‰แ‰  แˆ˜แ‰แˆˆ แ‰ 2 แ‰ขแˆŠแ‹จแŠ• แ‰ฅแˆญ แ‹ˆแŒช แ‹จแŠฎแˆชแ‹ฐแˆญ แˆแˆ›แ‰ต แˆฅแˆซ แŠฅแŠ•แ‹ฐแˆšแŠจแŠ“แ‹ˆแŠ• แ‰ฐแŒˆแˆˆแŒธ

๐Ÿ’ซแ‰  แ‰ตแŒแˆซแ‹ญ แŠญแˆแˆ แˆ˜แ‹ฒแŠ“ แˆ˜แ‰แˆˆ แ‰ 2017 แ‹“.แˆ แ‰ แˆแˆˆแ‰ต แ‰ขแˆŠแ‹ฎแŠ• แ‰ฅแˆญ แ‹จแŠฎแˆชแ‹ฐแˆญ แˆแˆ›แ‰ต แˆฅแˆซแ‹Žแ‰ฝแŠ• แˆˆแˆ›แŠจแŠ“แ‹ˆแŠ• แˆ˜แ‰ณแ‰€แ‹ฑแŠ• แ‹จแŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆฉ แŠ แˆตแ‰ณแ‹ˆแ‰€แข

โญ๏ธแ‹ญแˆ… แ‹จแ‰ฐแŒˆแˆˆแŒธแ‹ แ‹จแŠญแˆแˆ‰ แŒŠแ‹œแ‹ซแ‹Š แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆญ แ•แˆฌแ‹šแ‹ณแŠ•แ‰ต แŠ แ‰ถ แŒŒแ‰ณแ‰ธแ‹ แˆจแ‹ณ แ‰ แ‰ฐแŒˆแŠ™แ‰ แ‰ต แŠฅแ‹จแ‰ฐแŠซแˆ„แ‹ฐ แ‰ฃแˆˆแ‹แค แ‰ แŠจแ‰ฐแˆ›แ‹‹ แŠฅแ‹จแ‰ฐแŠจแŠ“แ‹ˆแŠ‘ แ‹จแˆšแŒˆแŠ™ แ‹จแˆแˆ›แ‰ต แˆตแˆซแ‹Žแ‰ฝ แ‹จแˆ›แˆตแ‰ฐแ‹‹แ‹ˆแ‰…แŠ“ แ‹จแˆ˜แŒˆแˆแŒˆแˆšแ‹ซ แˆ˜แ‹ตแˆจแŠญ แАแ‹แข

๐Ÿทแ‹จแŠจแ‰ฐแˆ› แŠ แˆตแ‰ฐแ‹ณแ‹ฐแˆฉ แˆแŠญแ‰ตแˆ แŠจแŠ•แ‰ฒแ‰ฃ แŠ แ‰ถ แŠคแˆแ‹ซแˆต แŠซแˆ•แˆณแ‹ญแค แ‹จแŠฎแˆชแ‹ฐแˆญ แˆแˆ›แ‰ต แˆตแˆซแ‹Žแ‰น แ‰ 35 แˆบแˆ… แŠซแˆฌ แˆœแ‰ตแˆญ แ‰ แˆšแˆธแแŠ• แ‰ฆแ‰ณ แˆ‹แ‹ญ แ‹ญแŠจแŠ“แ‹ˆแŠ“แˆ แˆ›แˆˆแ‰ณแ‰ธแ‹แŠ• แŠขแ‹œแŠ  แ‹˜แŒแ‰งแˆแข

โบแ‹จแŠฎแˆชแ‹ฐแˆญ แˆแˆ›แ‰ฑ แ‹‹แŠ“ แ‹“แˆ‹แˆ› แˆ˜แ‰แˆˆแŠ• แ‹แ‰ฅแŠ“ แ…แ‹ฑ แ‰ แˆ›แ‹ตแˆจแŒ แˆˆแ‰ฑแˆชแˆตแ‰ต แˆ˜แˆตแˆ…แ‰ฅแฃ แˆˆแ‹ˆแŒฃแ‰ถแ‰ฝแŠ“ แŠ แˆจแŒ‹แ‹แ‹ซแŠ• แˆแ‰น แˆˆแˆ›แ‹ตแˆจแŒ แˆ˜แˆ†แŠ‘แŠ• แ‰ฐแŠ“แŒแˆจแ‹‹แˆแข

@etconp
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Intercon Construction Chemicals 
    
๐Ÿ‘‰ Authorized agent of MC (Conmix), Weber and SIMENTEK

โ— Concrete Admixtures
โ— Bonding Agents
โ— Waterproofings
โ— Concrete Repair, Grout   
โ— Tile Adhesive & Tile Joint Fillers 
โ— Wall Putty, Prime Coat, Rush Coat
โ— Quartz, Contextra
โ— Specialized paints (Thermal and Insulation Paints, Street and Playground Paints)
โ— Floor hardener, Epoxy              
โ— Geotextiles, Geo-membranes and other construction chemicals and materials

Tel: 0961955555 or 0961955559
Address: Signal, around signal mall
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๐Ÿ‘‰The common structure of asphalt concrete road?

๐ŸทAsphalt concrete roads, often referred to as asphalt pavements, are composed of several layers designed to distribute loads and provide a smooth, durable surface.

๐Ÿ“œHere's an overview of the typical structure of an asphalt concrete road:

โบ1. Subgrade: The natural soil layer, which is compacted to provide a stable foundation. Proper preparation and compaction of the subgrade are critical for the road's overall performance.

โบ2. Sub-base: This layer consists of granular material such as crushed stone or gravel.

โนIt provides additional load distribution, drainage, and frost protection.

โ‡๏ธThe thickness of the sub-base depends on the traffic load and subgrade conditions.

โบ3. Base Course: A high-quality granular material or stabilized base (e.g., cement or lime-stabilized) that provides structural support and further load distribution.

โนThe base course must be well-compacted and evenly spread.

โบ4. Prime Coat: A low-viscosity bituminous layer applied to the base course to promote adhesion between the base course and the asphalt layers.

โ–ถ๏ธIt also helps to seal the base course and prevent water infiltration.

โบ5. Binder Course: This is the first layer of asphalt concrete, composed of coarser aggregates and bitumen.

โ–ถ๏ธIt provides structural strength and helps distribute traffic loads. The binder course is designed to withstand heavy loads and resist deformation.

โบ6. Tack Coat: A light application of bitumen emulsion applied between asphalt layers to ensure proper bonding.

โ–ถ๏ธIt improves the adhesion between the binder course and the surface course.

โบ7. Surface Course: The top layer of asphalt concrete, made of finer aggregates and bitumen.

โ–ถ๏ธIt provides a smooth, durable, and skid-resistant driving surface.

โ–ถ๏ธThe surface course is designed to resist wear and weathering.

๐ŸšงSummary of Asphalt Concrete Road Structure

1. Subgrade
2. Sub-base
3. Base Course
4. Prime Coat
5. Binder Course
6. Tack Coat
7. Surface Course

โญ๏ธEach layer in the asphalt concrete road structure serves a specific function to ensure the road can handle traffic loads, provide a smooth driving surface, and maintain durability over time.

โ–ถ๏ธProper design, material selection, and construction practices are essential for the longevity and performance of an asphalt concrete road.

@etconp
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๐Ÿ‘†๐Ÿ‘†
โค3๐Ÿ™3
แ‰ณแˆแˆซแ‰ต  แ•แˆŒแ‰ต แŠฅแŠ“ แŒ„แ‰ฆแˆแ‰ต แŠ แ‰…แˆซแ‰ข

๐Ÿ“Œแ•แˆŒแ‰ตแŠ“ แŒ„แ‰ฆแˆแ‰ต แ‰ แˆแˆˆแŒ‰แ‰ต แŠ แ‹ญแАแ‰ต แ‹จแ‰ฐแ‹˜แŒ‹แŒ€ แŠ แˆˆแŠ•

โœ‚๏ธแˆ‹แˆœแˆซ แˆ˜แ‰แˆจแŒซ แˆ˜แ‰ฅแˆปแŠ“  แˆ›แŒ แŠแ‹ซ แˆ›แˆฝแŠ–แ‰ฝ แŠ แˆ‰แŠ•

๐Ÿ”—แŒแˆฎ (แ‰ถแŠ•แ‹ฒแŠ–) แŒฅแˆญแˆต แŠฅแŠ“แ‰ แŒƒแˆˆแŠ• แŠฅแŠ•แ‹ฒแˆแˆ แŠฅแŠ“แŒฅแ‹แˆˆแŠ•

๐Ÿ“แˆ›แŠ•แŠ›แ‹‰แŠ•แˆ แ‹จแˆžแ‹ฐแŠแŠญ แˆตแˆซแ‹Žแ‰ฝแŠ• แŠฅแŠ•แˆฐแˆซแˆˆแŠ•

๐Ÿ“แŠขแ‰ตแ‹ฎแŒตแ‹ซ แ‹‰แˆตแŒฅ แ‹จแ‰ตแˆ แŠฅแŠ•แˆแŠญแˆŽแ‰ณแˆˆแŠ•

แŠ แ‹ตแˆซแˆปแ‰ฝแŠ•แฆ แ‰.1 แŠ แ‹‰แ‰ถแ‰ฅแˆต แ‰ฐแˆซ(แˆ˜แˆณแˆˆแˆšแ‹ซ)
                    แ‰.2 แˆ˜แˆญแŠซแ‰ถ
                    แ‰.3 แ‰ฐแŠญแˆˆแˆ€แ‹ญแˆ›แŠ–แ‰ต

0904040477
0911016833
๐Ÿ‘Œ3
Ethio Construction Engineering
https://t.me/ETCONp
๐Ÿ‘‰Bleeding in road pavement

๐Ÿšงoccurs when excessive asphalt binder rises to the surface, creating a shiny, sticky layer. This condition can make the pavement slick and dangerous, particularly when wet.

โบThe primary causes of bleeding include:

1. Excess Asphalt Binder: An overly rich asphalt mix with too much binder can cause the binder to seep to the surface, especially under the weight of traffic.

2. High Temperatures: Hot weather can soften the asphalt binder, making it more likely to rise to the surface and cause bleeding.

3. Insufficient Aggregate: If the mix has insufficient aggregate or fines, the binder has fewer particles to bond with, leading to an excess that can bleed to the surface.

4. Low Air Voids: A pavement with low air void content can trap the binder, which, under pressure and high temperatures, can migrate to the surface.

5. Repeated Heavy Loads: Continuous heavy traffic can push the asphalt binder to the surface, especially if the mix is too rich or if there are low air voids.

6. Improper Construction Techniques: Poor construction practices, such as inadequate compaction or improper mixing, can result in a pavement prone to bleeding.

7. Aging and Oxidation: Over time, the asphalt binder can oxidize and harden, potentially leading to bleeding if the mix was initially too rich or improperly compacted.

๐Ÿ’ซTo prevent bleeding, it is essential to use the correct asphalt mix design, ensuring the right balance of binder and aggregate.

โ–ถ๏ธProper compaction during construction and considering climate conditions can also help mitigate this issue.

โ–ถ๏ธRegular maintenance and monitoring can address early signs of bleeding before they become significant problems.

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