A contractor planned 1,000 m³ of concrete at 12,000 ETB/m³. Actual quantity placed was 1,100 m³ at an actual cost of 14,000 ETB/m³. What is the cost variance (CV)?
Anonymous Quiz
48%
A) -3,400,000 ETB
28%
B) -2,200,000 ETB
14%
C) -1,800,000 ETB
10%
D) -1,200,000 ETB
👍4👏3❤1
PRP pool = 60,000 ETB
Weights: Schedule = 40%, Quality = 30%, Safety = 30%
Performance: Schedule = 90%, Quality = 80%, Safety = 100% What is the PRP earned?
Weights: Schedule = 40%, Quality = 30%, Safety = 30%
Performance: Schedule = 90%, Quality = 80%, Safety = 100% What is the PRP earned?
Anonymous Quiz
20%
A) 53,000 ETB
42%
B) 54,000 ETB
25%
C) 52,000 ETB
12%
D) 55,000 ETB
❤3🔥1
PRP scheme:
Base bonus = 20,000 ETB Early completion < 10% of planned duration → 25% bonus Early completion ≥ 10% → 40% bonus Planned duration = 12 months Project completed in 10 months What is the PRP earned?
Base bonus = 20,000 ETB Early completion < 10% of planned duration → 25% bonus Early completion ≥ 10% → 40% bonus Planned duration = 12 months Project completed in 10 months What is the PRP earned?
Anonymous Quiz
21%
A) 22,500 ETB
31%
B) 25,000 ETB
40%
C) 28,000 ETB
8%
D) 30,000 ETB
👍4❤3
PRP pool = 60,000 ETB
Schedule 40%, Cost 30%, Safety 30% Performance: Schedule 95%, Cost 85%, Safety 70% Safety penalty = 10% deduction Calculate final PRP.
Schedule 40%, Cost 30%, Safety 30% Performance: Schedule 95%, Cost 85%, Safety 70% Safety penalty = 10% deduction Calculate final PRP.
Anonymous Quiz
23%
A) 50,850 ETB
36%
B) 48,600 ETB
29%
C) 49,440 ETB
12%
D) 51,000 ETB
❤2👏2
If the unit weight (γ) of sand and clay samples
are increased by 10% which of the following is
true ?
are increased by 10% which of the following is
true ?
Anonymous Quiz
22%
(a) More volume reduction occurs in sand
33%
(b) More volume reduction occurs in clay
24%
(c) Equal volume reduction in sand and clay
21%
(d) Volume reduction is independent of γ
🙏2❤1
The ratio of average shear stress to maximum
shear stress in a prismatic beam of rectangular
cross section is :
shear stress in a prismatic beam of rectangular
cross section is :
Anonymous Quiz
43%
(a) 3/4
25%
(b) 4/3
14%
(c) 3/2
18%
(d) 2/3
❤1🙏1
Two beams of same material have equal crosssectional area. If one beam has square crosssection and the other has circular cross section-
Anonymous Quiz
9%
(a) Both the beam will be equally strong
39%
(b) Circular section will be stronger
25%
(c) Square section will be stronger
28%
(d) Strength depends on loading condition
❤2🙏1
Influence line for any stress function are used
for obtaining maximum value because of :
for obtaining maximum value because of :
Anonymous Quiz
23%
(a) Uniform live load only
20%
(b) Multiple point loads
49%
(c) Single point load, uniform live load and multiple point loads
9%
(d) Unit point load only
❤6
Slope deflection method is suitable for analysis
of_______?
of_______?
Anonymous Quiz
33%
(a) Continuous beam
32%
(b) Simply supported beam
14%
(c) Fixed beam
21%
(d) Cantilever beam
❤8
The flexibility of an element can be defined as
Anonymous Quiz
44%
(a) Flexural moment per unit rotation
20%
(b) Rotation per unit moment
31%
(c) Flexibility for unit translation
5%
(d) None of these
👌5❤2
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❤4
👉የአባይ ግድብ ግዝፈት‼️
💫በግድቡ ምክንያት የተፈጠረው የሰው ሰራሽ ሀይቅ የቆዳ ስፋቱ 1874 ስኩየር ኪ.ሜትር ነው።
🚧ከግድቡ ጫፍ እስከ እስከ ሀይቁ ጫፍ 240km እርቀት አለው ይህ ማለት ከአዲስ አበባ ሀዋሳ ማለት ነው።
⏺ይህ የሀይቁ ስፋት የአዲስ አበባን አጠቃላይ የቆዳ ስፋትን በ3.5 እጥፍ ይበልጣል።
⏺በተጨማሪም የዚህ ሰው ሰራሽ ሀይቅ ስፋት ዘጠኝ ሀገራትን ይበልጣል። ይህም ማልታ፣ሲሸልስ፣ኮሞሮስ፣ሲንጋፖር፣ሆንግኮንግ...የመሳሰሉ ሀገራትን በቆዳ ስፋት ይበልጣል።
⏺በሀይቁ ምክንያት የተፈጠሩ ደሴቶች በኢትዮጵያ ዋና ዋና ነገስታት ተሰይመዋል።
⭐️ንግሥት ዘውዲቱ ደሴት፣ አፄ ሀይለስላሴ ደሴት፣ምንሊክ ደሴት፣ አባጅፋር ደሴት...የመሳሰሉት ይገኙበታል።
@etconp
💫በግድቡ ምክንያት የተፈጠረው የሰው ሰራሽ ሀይቅ የቆዳ ስፋቱ 1874 ስኩየር ኪ.ሜትር ነው።
🚧ከግድቡ ጫፍ እስከ እስከ ሀይቁ ጫፍ 240km እርቀት አለው ይህ ማለት ከአዲስ አበባ ሀዋሳ ማለት ነው።
⏺ይህ የሀይቁ ስፋት የአዲስ አበባን አጠቃላይ የቆዳ ስፋትን በ3.5 እጥፍ ይበልጣል።
⏺በተጨማሪም የዚህ ሰው ሰራሽ ሀይቅ ስፋት ዘጠኝ ሀገራትን ይበልጣል። ይህም ማልታ፣ሲሸልስ፣ኮሞሮስ፣ሲንጋፖር፣ሆንግኮንግ...የመሳሰሉ ሀገራትን በቆዳ ስፋት ይበልጣል።
⏺በሀይቁ ምክንያት የተፈጠሩ ደሴቶች በኢትዮጵያ ዋና ዋና ነገስታት ተሰይመዋል።
⭐️ንግሥት ዘውዲቱ ደሴት፣ አፄ ሀይለስላሴ ደሴት፣ምንሊክ ደሴት፣ አባጅፋር ደሴት...የመሳሰሉት ይገኙበታል።
@etconp
❤26👍3🙏3
👉ታላቁ የኢትዮጵያ ህዳሴ ግድብ በአጠቃላይ ከ13 ተርባይኖች 5,150 ሜጋዋት ማመንጨት የሚችልበት አቅም ላይ ይገኛል።
💧እስካሁን ከ71 ቢሊየን ኪዩቢክ ሜትር በላይ ውሃ ተይዟል። ቀሪው 2.1 ቢሊየን ኪዩቢክ ሜትር ውሃ በመጪዎቹ 7-10 ቀናት ውስጥ ይያዛል።
🔵 በግድቡ የተያዘው ውሃ ወደኋላ ከ246 ኪሎ ሜትር በላይ ይተኛል፤ እስካሁን ባለው 240 ኪሎ ሜትር ላይ ተደርሷል። ርቀቱ ከአዲስ አበባ እስከ ሻሸመኔ ይሆናል።
(#ቲክቫህ_ኢትዮጵያ)
ኢትዮጵያ ገንብታ ባጠናቀቀችው የታላቁ የኢትዮጵያ ህዳሴ ግድብ አማካኝነት ኃይል እያገኘች ትገኛለች። የኃይል ማመንጫ ግድቡ ነሐሴ 24/2017 ላይ 2530 ሜጋ ዋት በማመንጨት ኃይል መስጠት ችሏል።
ለመሆኑ ግድቡ ተጠናቋል ሲባል ምን ማለት ነው ?
የታላቁ የኢትዮጵያ ህዳሴ ግድብ ዋናው ግድብ በ1.8 ኪሎ ሜትር እርዝማኔና 145 ሜትር ከፍታ ተገንብቶ ተጠናቋል። በአጠቃላይ ከ10 ሚሊየን ኪዩቢክ ሜትር ያህል ኮንክሪት (RCC) ሙሌት ተካሂዷል።
የግድቡ የስረኛው ክፍል 150 ሜትር ስፋት አለው። የላይኛው ክፍል ደግሞ 11 ሜትር ስፋት ሲኖረው ሁለት መኪኖችን ጎን ለጎን ማሳለፍ ይችላል።
ኃይል ማመንጨት የሚችሉ 13 ተርባይኖች ተከላ የተጠናቀቀ ሲሆን ከእነዚህ ተርባይኖች 5150 ሜጋ ዋት ኃይል ማመንጨት ይቻላል።
በግድቡ የውጨኛው ክፍል የሚታዩት የብረት አሸንዳዎች በግራ እና በቀኝ በኩል ላሉ ኃይል የሚያመነጩ ተርባይኖች ውኃ የሚተላለፍባቸው ሲሆን እያንዳንዳቸው 8.5 ሜትር ዲያሜትር ስፋት አላቸው። 300 ሜትር ኪዩብ በሰከንድ ማሳለፍ አቅም አላቸው።
በግራ የኃይል ማመንጫ 7 ተርባይኖች ሲኖሩ በቀኝ የኃይል ማመንጫ ደግሞ 6 ተርባይኖች ሙሉ ለሙሉ ተከላቸው ተጠናቋል። ከዚህ ውስጥ 3ቱ የቅድመ ኃይል ተርባይኖች በመጠን አነስ ያሉ ሲሆን ቀሪዎቹ 10 ተርባይኖች እያንዳንዳቸው 400 ሜጋ ዋት የማመንጨት አቅም አላቸው።
ግድቡ ያመነጨው ኃይል በሁለት መስመሮች ማለትም በጣና በለስ አድርጎ በደብረ ማርቆስ እንደዚሁም በአሶሳ አድርጎ ወደ አዲስ አበባ ብሔራዊ የኃይል ቋት በመግባት ላይ ይገኛል።
ከዋናው ግድብ በተጨማሪ የህዳሴ ግድቡ የኮሬቻ ግድብ (Saddle Dam) ከዋናው ግድብ በ15 ኪሎ ሜትር ርቀት ላይ ይገኛል።
ርዝመቱ 5.2 ኪሎ ሜትር እና 50 ሜትር ከፍታ ላይ ሆኖ ሙሉ ለሙሉ በ15 ሚሊየን ሜትሪክ ኪዩብ ድንጋይ የተሞላ ነው። የተያዘው ውሃ ሾልኮ እንዳያልፍ ከ30-40 ሴንቲ ሜትር ውፍረት ባለው ኮንክሪት ተለብጧል።
እስካሁን ከ71 ቢሊየን ኪዩቢክ ሜትር በላይ ውሃ ተይዟል። አጠቃላይ ግድቡ የሚይዘው 74 ቢሊየን ኪዩቢክ ሜትር ውሃ ነው፤ የሚቀረው ከ2.1 ቢሊየን ኪዩቢክ ሜትር ያልበለጠ ነው።
ቀሪው 2.1 ቢሊየን ኪዩቢክ ሜትር ውሃ በመጪዎቹ 7-10 ቀናት ውስጥ ይያዛል።
በግድቡ የተያዘው ውሃ ወደኋላ ከ246 ኪሎ ሜትር በላይ ይተኛል። እስካሁን ባለው 240 ኪሎ ሜትር ላይ ተደርሷል። ርቀቱ ከአዲስ አበባ እስከ ሻሸመኔ ያልፋል።
የኮሬቻ (saddle dam) 74 ቢሊየን ኪዩቢክ ሜትር ውሃ ለመያዝ ወይም የሚያመነጨውን 5150 ሜጋዋት ለማመንጨት የሚያስፈልገውን የውሃ መጠን ለመያዝ በጣም አስፈላጊ ነው።
Via ቲክቫህ ኢትዮጵያ
@etconp
💧እስካሁን ከ71 ቢሊየን ኪዩቢክ ሜትር በላይ ውሃ ተይዟል። ቀሪው 2.1 ቢሊየን ኪዩቢክ ሜትር ውሃ በመጪዎቹ 7-10 ቀናት ውስጥ ይያዛል።
🔵 በግድቡ የተያዘው ውሃ ወደኋላ ከ246 ኪሎ ሜትር በላይ ይተኛል፤ እስካሁን ባለው 240 ኪሎ ሜትር ላይ ተደርሷል። ርቀቱ ከአዲስ አበባ እስከ ሻሸመኔ ይሆናል።
(#ቲክቫህ_ኢትዮጵያ)
ኢትዮጵያ ገንብታ ባጠናቀቀችው የታላቁ የኢትዮጵያ ህዳሴ ግድብ አማካኝነት ኃይል እያገኘች ትገኛለች። የኃይል ማመንጫ ግድቡ ነሐሴ 24/2017 ላይ 2530 ሜጋ ዋት በማመንጨት ኃይል መስጠት ችሏል።
ለመሆኑ ግድቡ ተጠናቋል ሲባል ምን ማለት ነው ?
የታላቁ የኢትዮጵያ ህዳሴ ግድብ ዋናው ግድብ በ1.8 ኪሎ ሜትር እርዝማኔና 145 ሜትር ከፍታ ተገንብቶ ተጠናቋል። በአጠቃላይ ከ10 ሚሊየን ኪዩቢክ ሜትር ያህል ኮንክሪት (RCC) ሙሌት ተካሂዷል።
የግድቡ የስረኛው ክፍል 150 ሜትር ስፋት አለው። የላይኛው ክፍል ደግሞ 11 ሜትር ስፋት ሲኖረው ሁለት መኪኖችን ጎን ለጎን ማሳለፍ ይችላል።
ኃይል ማመንጨት የሚችሉ 13 ተርባይኖች ተከላ የተጠናቀቀ ሲሆን ከእነዚህ ተርባይኖች 5150 ሜጋ ዋት ኃይል ማመንጨት ይቻላል።
በግድቡ የውጨኛው ክፍል የሚታዩት የብረት አሸንዳዎች በግራ እና በቀኝ በኩል ላሉ ኃይል የሚያመነጩ ተርባይኖች ውኃ የሚተላለፍባቸው ሲሆን እያንዳንዳቸው 8.5 ሜትር ዲያሜትር ስፋት አላቸው። 300 ሜትር ኪዩብ በሰከንድ ማሳለፍ አቅም አላቸው።
በግራ የኃይል ማመንጫ 7 ተርባይኖች ሲኖሩ በቀኝ የኃይል ማመንጫ ደግሞ 6 ተርባይኖች ሙሉ ለሙሉ ተከላቸው ተጠናቋል። ከዚህ ውስጥ 3ቱ የቅድመ ኃይል ተርባይኖች በመጠን አነስ ያሉ ሲሆን ቀሪዎቹ 10 ተርባይኖች እያንዳንዳቸው 400 ሜጋ ዋት የማመንጨት አቅም አላቸው።
ግድቡ ያመነጨው ኃይል በሁለት መስመሮች ማለትም በጣና በለስ አድርጎ በደብረ ማርቆስ እንደዚሁም በአሶሳ አድርጎ ወደ አዲስ አበባ ብሔራዊ የኃይል ቋት በመግባት ላይ ይገኛል።
ከዋናው ግድብ በተጨማሪ የህዳሴ ግድቡ የኮሬቻ ግድብ (Saddle Dam) ከዋናው ግድብ በ15 ኪሎ ሜትር ርቀት ላይ ይገኛል።
ርዝመቱ 5.2 ኪሎ ሜትር እና 50 ሜትር ከፍታ ላይ ሆኖ ሙሉ ለሙሉ በ15 ሚሊየን ሜትሪክ ኪዩብ ድንጋይ የተሞላ ነው። የተያዘው ውሃ ሾልኮ እንዳያልፍ ከ30-40 ሴንቲ ሜትር ውፍረት ባለው ኮንክሪት ተለብጧል።
እስካሁን ከ71 ቢሊየን ኪዩቢክ ሜትር በላይ ውሃ ተይዟል። አጠቃላይ ግድቡ የሚይዘው 74 ቢሊየን ኪዩቢክ ሜትር ውሃ ነው፤ የሚቀረው ከ2.1 ቢሊየን ኪዩቢክ ሜትር ያልበለጠ ነው።
ቀሪው 2.1 ቢሊየን ኪዩቢክ ሜትር ውሃ በመጪዎቹ 7-10 ቀናት ውስጥ ይያዛል።
በግድቡ የተያዘው ውሃ ወደኋላ ከ246 ኪሎ ሜትር በላይ ይተኛል። እስካሁን ባለው 240 ኪሎ ሜትር ላይ ተደርሷል። ርቀቱ ከአዲስ አበባ እስከ ሻሸመኔ ያልፋል።
የኮሬቻ (saddle dam) 74 ቢሊየን ኪዩቢክ ሜትር ውሃ ለመያዝ ወይም የሚያመነጨውን 5150 ሜጋዋት ለማመንጨት የሚያስፈልገውን የውሃ መጠን ለመያዝ በጣም አስፈላጊ ነው።
Via ቲክቫህ ኢትዮጵያ
@etconp
❤10👍2
👉በካዛንቺስ እና ኡራኤል አማካይ ቦታ ላይ የተገነባ ግዙፍ ሕንፃ ተመረቀ
💫በካዛንቺስ እና ኡራኤል አማካይ ቦታ ላይ ከ650 ሚሊዮን ብር በላይ ወጪ የተገነባው "ቅዱስ ኮምፕሌክስ" ተመረቀ።
⏺የቅዱስ ሪዞርትና ሆቴሎች ኃላፊነቱ የተወሰነ የግል ማህበር አካል የሆነው ይህ ቅይጥ ሕንፃ 18 ወለሎች አሉት።
⏺በተጨማሪም ከአምስተኛ እስከ 8ኛ ፎቅ ድረስ ከ60 በላይ ቢሮዎች፣ ከዘጠነኛ እስከ አስራ አራተኛ ፎቅ ድረስ 48 የመኖሪያ አፓርትመንት ቤቶች፣ በአስራ አምስተኛው ፎቅ 1350 ካሬ ሜትር ላይ ያረፈ ለአካል ብቃት እንቅስቃሴ፣ ለጋዜቦ፣ ለሳውና እና እስቲም አገልግሎት የሚሰጥ ነው ተብሏል።
@etconp
💫በካዛንቺስ እና ኡራኤል አማካይ ቦታ ላይ ከ650 ሚሊዮን ብር በላይ ወጪ የተገነባው "ቅዱስ ኮምፕሌክስ" ተመረቀ።
⏺የቅዱስ ሪዞርትና ሆቴሎች ኃላፊነቱ የተወሰነ የግል ማህበር አካል የሆነው ይህ ቅይጥ ሕንፃ 18 ወለሎች አሉት።
ከመሬት በታች ባሉ ሁለት ወለሎች ከ90 በላይ መኪናዎችን ማቆም የሚያስችለው አዲሱ ህንፃ፤ የመሬት ወለል አንደኛ እና ሁለተኛ ፎቅ ላይ የተገነቡ 120 ሱቆችን፣ በሦስተኛና አራተኛ ፎቅ ላይ 26 ማሳያ ክፍሎችን፣ ለባንኮችና ኢንሹራንስ ድርጅቶች አገልግሎት የሚሠጡ ክፍሎች እንዲሁም 420 ካሬ ሜትር ላይ ያረፈ ግዙፍ ሬስቶራንትን ይዟል።
⏺በተጨማሪም ከአምስተኛ እስከ 8ኛ ፎቅ ድረስ ከ60 በላይ ቢሮዎች፣ ከዘጠነኛ እስከ አስራ አራተኛ ፎቅ ድረስ 48 የመኖሪያ አፓርትመንት ቤቶች፣ በአስራ አምስተኛው ፎቅ 1350 ካሬ ሜትር ላይ ያረፈ ለአካል ብቃት እንቅስቃሴ፣ ለጋዜቦ፣ ለሳውና እና እስቲም አገልግሎት የሚሰጥ ነው ተብሏል።
ድርጅቱ አሁን ላይ ያስመረቀው እስከ 8ኛ ፎቅ ድረስ የተገነቡና ተጠናቅቀው አገልግሎት ለመስጠት የተዘጋጁትን ነው።
ቅዱስ ኮምፕሌክስ አሁን ያለበት ደረጃ ላይ ለማድረስ አጠቃላይ የግንባታ ወጪ ከ650 ሚሊየን ብር በላይ እንደፈጀ የተነገረ ሲሆን፤ ለባንክ ዋስትና በተደረገ ግምት በባንኮች 1.7 ቢሊየን ብር ግምት እንደወጣለት የድርጅቱ ሥራ አስኪያጅ ወ/ሮ እየሩሳሌም ወንደሰንና የድርጅቱ የቦርድ አባልና ሒሳብ ሹም አቶ ዘላለም አቡዬ በሰጡት ጋዜጣዊ መግለጫ ላይ ተናግረዋል፡፡
▪️▫️▪️
@etconp
❤17👍2
ADVERTISMENT
ታምራት ፕሌት እና ጄ ቦልት አቅራቢ
✅የምንሰጣቸው አገልግሎቶች
🔅 ፕሌት any Size & thickness
🔅 ጄ ቦልት (ጥርስ ማዉጣትና ማጠፍ)
🔅 የተለያዩ [modefic] ስራዎችን እንሰራለን።
♦️ ማንኛዉንም ብረታ ብረት እንገዛለን።
☎️ስልክ 0904040477 ወይም 0911016833 ደውለው ያግኙን
📱ቴሌግራም ላይ ፦https://t.me/heavenic1
አድራሻ፦ ቁ 1.መርካቶ
ቁ.2 አየር ጤና ኪዳነ ምህረት
ጥራትና ታማኝነት መለያችን ነው።
ታምራት ፕሌት እና ጄ ቦልት አቅራቢ
ታምራት ፕሌት እና ጄ ቦልት አቅራቢ
✅የምንሰጣቸው አገልግሎቶች
🔅 ፕሌት any Size & thickness
🔅 ጄ ቦልት (ጥርስ ማዉጣትና ማጠፍ)
🔅 የተለያዩ [modefic] ስራዎችን እንሰራለን።
♦️ ማንኛዉንም ብረታ ብረት እንገዛለን።
☎️ስልክ 0904040477 ወይም 0911016833 ደውለው ያግኙን
📱ቴሌግራም ላይ ፦https://t.me/heavenic1
አድራሻ፦ ቁ 1.መርካቶ
ቁ.2 አየር ጤና ኪዳነ ምህረት
ጥራትና ታማኝነት መለያችን ነው።
ታምራት ፕሌት እና ጄ ቦልት አቅራቢ
❤6
Road longitudinal cracking and edge distress Problem:
This is common pavement failures.
Possible reasons include:
1. Poor Joint Construction
If the road was built in sections (lane-by-lane or in strips), poor bonding at the longitudinal joint can lead to cracks along the seam.
2. Differential Settlement
Uneven support from the subgrade or sub-base, possibly due to poor compaction or variable soil conditions, causes one side to sink slightly.
3. Inadequate Drainage
Water infiltration weakens the base and subgrade, reducing load-carrying capacity and leading to cracking along weaker zones.
4. Thermal Expansion and Contraction
Asphalt expands and contracts with temperature changes, creating stress along joints and edges if not properly designed or sealed.
5. Traffic Loading
Heavy or repeated loads (especially trucks) accelerate cracking along weak joints and edges where pavement support is less.
6. Poor Quality Materials
Use of low-quality asphalt mix/ insufficient binder can cause premature cracking.
This is common pavement failures.
Possible reasons include:
1. Poor Joint Construction
If the road was built in sections (lane-by-lane or in strips), poor bonding at the longitudinal joint can lead to cracks along the seam.
2. Differential Settlement
Uneven support from the subgrade or sub-base, possibly due to poor compaction or variable soil conditions, causes one side to sink slightly.
3. Inadequate Drainage
Water infiltration weakens the base and subgrade, reducing load-carrying capacity and leading to cracking along weaker zones.
4. Thermal Expansion and Contraction
Asphalt expands and contracts with temperature changes, creating stress along joints and edges if not properly designed or sealed.
5. Traffic Loading
Heavy or repeated loads (especially trucks) accelerate cracking along weak joints and edges where pavement support is less.
6. Poor Quality Materials
Use of low-quality asphalt mix/ insufficient binder can cause premature cracking.
👍9❤6
👉SITE BOOK
💫In construction, a site book (sometimes called a site diary, site log, or site register) is an official record used to document daily activities, progress, issues, and instructions on a construction site.
📜Key Purposes
🎲1. Daily Progress Tracking
⏺Records work completed each day, weather conditions, manpower, and machinery used.
🎲2. Communication & Instructions
⏺Used by the Resident Engineer (RE), Project Manager, or Supervisors to issue instructions or note observations for the contractor.
🎲3. Quality & Safety Documentation
⏺Logs inspections, tests, safety incidents, and compliance with specifications.
🎲4. Evidence & Dispute Resolution
⏺Acts as legal evidence in case of claims, delays, or disputes between parties.
🚧Typical Entries
*Date, weather, and site conditions
*Manpower and equipment on site
*Work completed (by section or activity)
*Instructions given by RE or Consultant
*Safety incidents or quality control checks
*Delays, disruptions, or variations
*Visitor records (e.g., inspectors)
❇️Who Maintains It?
⏺Usually kept on site and maintained by the Contractor or Site Engineer, but entries can be made by the Consultant, RE, or Client Representative as well.
@etconp
💫In construction, a site book (sometimes called a site diary, site log, or site register) is an official record used to document daily activities, progress, issues, and instructions on a construction site.
📜Key Purposes
🎲1. Daily Progress Tracking
⏺Records work completed each day, weather conditions, manpower, and machinery used.
🎲2. Communication & Instructions
⏺Used by the Resident Engineer (RE), Project Manager, or Supervisors to issue instructions or note observations for the contractor.
🎲3. Quality & Safety Documentation
⏺Logs inspections, tests, safety incidents, and compliance with specifications.
🎲4. Evidence & Dispute Resolution
⏺Acts as legal evidence in case of claims, delays, or disputes between parties.
🚧Typical Entries
*Date, weather, and site conditions
*Manpower and equipment on site
*Work completed (by section or activity)
*Instructions given by RE or Consultant
*Safety incidents or quality control checks
*Delays, disruptions, or variations
*Visitor records (e.g., inspectors)
❇️Who Maintains It?
⏺Usually kept on site and maintained by the Contractor or Site Engineer, but entries can be made by the Consultant, RE, or Client Representative as well.
@etconp
❤11👍1🥰1
👉What problems occur in the higher grade of concrete mix design?
💫Higher grades of concrete mix design, such as those with a compressive strength of 40 MPa (megapascals) and above, can present several challenges.
⭐️Here are some common problems associated with high-grade concrete:
🚧1. Workability Issues
⏺Reduced Workability: Higher strength concrete typically has lower water content, which can make it more difficult to mix, place, and finish.
⏺Need for Admixtures: To improve workability, chemical admixtures like superplasticizers may be necessary, which can complicate the mix design.
🚧2. Segregation and Bleeding
⏺Segregation: The use of lower water-to-cement ratios can lead to segregation of aggregates, especially in highly fluid mixes.
⏺Bleeding: Higher grades may also experience bleeding, where excess water rises to the surface, potentially affecting the surface finish.
🚧3. Curing Challenges
Curing
⏺Requirements: Higher-grade concrete requires careful curing to achieve desired strength. Insufficient curing can lead to cracking and reduced durability.
Temperature
⏺Sensitivity: High-strength mixes are sensitive to temperature variations during curing, which can affect hydration and strength development.
🚧4. Shrinkage and Cracking
⏺Higher Shrinkage: The lower water content can lead to increased shrinkage, resulting in cracking, especially in large pours.
⏺Thermal Cracking: Rapid temperature changes during curing can also cause thermal cracking, necessitating temperature control measures.
🚧5. Cost Implications
⏺Material Costs: Higher-grade concrete often requires more expensive materials, such as higher-quality aggregates and supplementary cementitious materials (SCMs), increasing overall costs.
⏺Labor Costs: The need for skilled labor to handle and place the concrete effectively can also add to project expenses.
🚧6. Durability Considerations
⏺Permeability Issues: While higher grades can be more durable, they may also be more susceptible to permeability issues if not designed correctly, leading to potential durability problems over time.
⏺Long-Term : Ensuring that the concrete maintains its strength and durability over its service life requires careful selection of materials and mix design.
🚧7. Mix Design Complexity
⏺Complexity in Design: Designing a high-strength mix requires a thorough understanding of materials and their interactions, making the mix design process more complex.
⏺Testing Requirements: More rigorous testing and quality control measures are often needed to ensure that the mix meets the desired specifications.
📜Conclusion
⏺Overall, while high-grade concrete offers advantages in strength and performance, it also presents several challenges that must be carefully managed through appropriate mix design, material selection, and construction practices.
@etconp
💫Higher grades of concrete mix design, such as those with a compressive strength of 40 MPa (megapascals) and above, can present several challenges.
⭐️Here are some common problems associated with high-grade concrete:
🚧1. Workability Issues
⏺Reduced Workability: Higher strength concrete typically has lower water content, which can make it more difficult to mix, place, and finish.
⏺Need for Admixtures: To improve workability, chemical admixtures like superplasticizers may be necessary, which can complicate the mix design.
🚧2. Segregation and Bleeding
⏺Segregation: The use of lower water-to-cement ratios can lead to segregation of aggregates, especially in highly fluid mixes.
⏺Bleeding: Higher grades may also experience bleeding, where excess water rises to the surface, potentially affecting the surface finish.
🚧3. Curing Challenges
Curing
⏺Requirements: Higher-grade concrete requires careful curing to achieve desired strength. Insufficient curing can lead to cracking and reduced durability.
Temperature
⏺Sensitivity: High-strength mixes are sensitive to temperature variations during curing, which can affect hydration and strength development.
🚧4. Shrinkage and Cracking
⏺Higher Shrinkage: The lower water content can lead to increased shrinkage, resulting in cracking, especially in large pours.
⏺Thermal Cracking: Rapid temperature changes during curing can also cause thermal cracking, necessitating temperature control measures.
🚧5. Cost Implications
⏺Material Costs: Higher-grade concrete often requires more expensive materials, such as higher-quality aggregates and supplementary cementitious materials (SCMs), increasing overall costs.
⏺Labor Costs: The need for skilled labor to handle and place the concrete effectively can also add to project expenses.
🚧6. Durability Considerations
⏺Permeability Issues: While higher grades can be more durable, they may also be more susceptible to permeability issues if not designed correctly, leading to potential durability problems over time.
⏺Long-Term : Ensuring that the concrete maintains its strength and durability over its service life requires careful selection of materials and mix design.
🚧7. Mix Design Complexity
⏺Complexity in Design: Designing a high-strength mix requires a thorough understanding of materials and their interactions, making the mix design process more complex.
⏺Testing Requirements: More rigorous testing and quality control measures are often needed to ensure that the mix meets the desired specifications.
📜Conclusion
⏺Overall, while high-grade concrete offers advantages in strength and performance, it also presents several challenges that must be carefully managed through appropriate mix design, material selection, and construction practices.
@etconp
❤12
👉በ 14 ዓመታት የታላቁ የሕዳሴ ግድብ ግንባታ ጉዞ ውስጥ ከ15ሺ በላይ ሰዎች ሕይወታቸው አልፏል !!
💥ሕዳሴ የደም ዋጋም ተከፍሎበታል !
ሪፖርተር የእንግሊዘኛው መጽሔት ከውሃና ኢነርጂ ሚኒስትሩ ኢንጂነር ሃብታሙ ኢተፋ ጋር ያደረገውን ቆይታ አውጥቷል።
በቆይታው ማብቂያ ጠያቂው ጋዜጠኛ በእውቀት አበበ ይህን ጠየቀ ...እርሳቸውም መለሱ
Is it true that as many as 15,000 people died while building the dam over the past 14 years?
Yes, that is true.
በገንዘብ በጊዜና በብዙ መስዋዕትነት ብቻ አይደለም ሕዳሴ በ15 ሺ የአገራችን ልጆች ደምም ጭምር ነው የተገነበው😢❤
©️ ኤርሚያስ በጋሻው ገሰሰ
📜ሪፖርተር ጋዜጣ ከውሃና ኢነርጂ ሚኒስትር ሃብታሙ ኢተፋ ጋር ያደረጉትን ሙሉ ቃልመጠየቅ አንበቡ👇
https://thereportermagazines.com/4076/?fbclid=IwZXh0bgNhZW0CMTEAAR5S6q17e_MubeBe6FwfpnOGpkMwpRxlipphXfneiSHIpYNitSAJ5MadMPygKg_aem_pDAw4-7glxVrzIgiOqC4SA
@etconp
💥ሕዳሴ የደም ዋጋም ተከፍሎበታል !
ሪፖርተር የእንግሊዘኛው መጽሔት ከውሃና ኢነርጂ ሚኒስትሩ ኢንጂነር ሃብታሙ ኢተፋ ጋር ያደረገውን ቆይታ አውጥቷል።
በቆይታው ማብቂያ ጠያቂው ጋዜጠኛ በእውቀት አበበ ይህን ጠየቀ ...እርሳቸውም መለሱ
Is it true that as many as 15,000 people died while building the dam over the past 14 years?
Yes, that is true.
በገንዘብ በጊዜና በብዙ መስዋዕትነት ብቻ አይደለም ሕዳሴ በ15 ሺ የአገራችን ልጆች ደምም ጭምር ነው የተገነበው😢❤
©️ ኤርሚያስ በጋሻው ገሰሰ
📜ሪፖርተር ጋዜጣ ከውሃና ኢነርጂ ሚኒስትር ሃብታሙ ኢተፋ ጋር ያደረጉትን ሙሉ ቃልመጠየቅ አንበቡ👇
https://thereportermagazines.com/4076/?fbclid=IwZXh0bgNhZW0CMTEAAR5S6q17e_MubeBe6FwfpnOGpkMwpRxlipphXfneiSHIpYNitSAJ5MadMPygKg_aem_pDAw4-7glxVrzIgiOqC4SA
@etconp
❤9😭8🥰4