factors that influence consolidation characteristics of soil
In: Civil Engineering
Given:
- Level terrain - extended freeway segment
- Urban area with 0.9 interchanges/km
- DDHV 4050 vehicles/hour
- 10% trucks, no buses, no RVs
- PHF 0.95
- Full shoulder and 3.6m wide lanes
Determine:
- Number of lanes to operate at LOS=C
In: Civil Engineering
The extract below is taken from a Level Book for levels taken between 2 TBMs. Complete the Level Book entries as well as calculate the adjusted RL (reduced levels) for all entries. The misclose error can be assumed acceptable. Note: all staff readings are in meters.
BS | IS | FS | Rise | Fall | RL | Correction | Corrected RL | Notes |
1.379 | TBM RL 175.5 | |||||||
2.795 | PEG 1 | |||||||
3.215 | PEG 2 | |||||||
0.595 | PEG 3 | |||||||
1.270 | PEG 4 | |||||||
1.280 | 3.215 | CP B | ||||||
1.030 | PEG 5 | |||||||
3.045 | PEG 6 | |||||||
2.312 | 3.815 | CP C | ||||||
1.743 | 3.227 | CP D | ||||||
2.735 | PEG 7 | |||||||
3.623 | TBM RL 168.50 |
In: Civil Engineering
transpo: Please show step by step and the diagram too. An approach to a signalized intersection has a saturation flow rate of 1800 veh/h. At the beginning of an effective red, there are 6 vehicles in queue and vehicles arrive at 900 veh/h. The signal has a 60-second cycle with 25 seconds of effective red. What is the total vehicle delay after one cycle? What is the maximum length of queuing within this cycle? (assumeD/D/1 queuing)
In: Civil Engineering
The principles of risk management are routinely applied in society (e.g. benefits of a drug vs. potential harmful adverse reactions in some patients). Risk management principles enable decision-makers to determine a balance between risk and cost to reduce that risk. The "safer" we engineer something, the more it costs. Using risk management, a "cutoff" point is decided upon, where further expenditures to further reduce risk are not "cost effective." Advances in instrumentation are allowing us to "discover" pollutants in treated wastewater that we couldn't detect previously due to their minute concentrations. The pollutants are introduced by human activity and many advocates they should, therefore, be removed, regardless of cost. The cost of removing minute traces of any pollutant is very high due to the low concentrations. The counter-argument is that the pollutants, previously un-measurable, have been in treated wastewater for generations and haven't caused harm.
Questions:
1. How should this be approached?
2. Does risk management have a role?
In: Civil Engineering
How to make your community's transportation needs safe and
sustainable? Please provide examples to support idea of how to
provide safe and sustainable transportation to improve the
community's livability.
Please explain and with the examples for about one page long. Thank
you
In: Civil Engineering
A 36" RCP (n=0.015) conveys 9.7 ft^3/s at a slope of 1.5%.
a. Calculate the depth of flow in the pipeline
b- Calculate the velocity of flow in the pipeline
In: Civil Engineering
In: Civil Engineering
In: Civil Engineering
In: Civil Engineering
data:highrate trickling filter
pipe dia = 30m
deep = 1m
swage flow = 4.5mld
recirulation ratio = 1.4
bod of raw sewage = 250mg/l
bod removed in primary clarifier = 25%
efficiency?
(ans:74%)
In: Civil Engineering
3. Corrosion of reinforcement is function of external factors (environmental) and internal factors related to materials. What are these factors?
4. Polymer concrete may be used for new construction or repairing of old concrete. What is the main advantage over ordinary concrete.
5. Explain the main difference between asphalt pavement and concrete pavement
6. a- What are the most common used bituminous materials for
pavement ?:
In: Civil Engineering
In: Civil Engineering
Chapter 12 Questions (pg. 100)
12.1 What are of the reasons that a contractor would be disqualified from a bid for not being a responsible bidder
12.4 What is promissory estoppel How does it affect construction contracting practices
12.5 When and how does the us uniform commercial code apply to construction
12.12 Explain the difference between unit price and lump sum contracts.
Chapter 13 Questions (pg. 116)
13.4 Which of the standard contracts would be used most frequently during construction projects and why
13.6 Why are state and federal government agencies required to competitively bid all construction contracts
13.7 What are the mail components of construction contracts
Chapter 14 Question (pgs. 129)
14.3 Explain why construction needs to nominal, compensatory, and precatory damages.
14.12 How are owners allowed to make changes during construction What clause provides then with this ability
14.20 What are the ways in which a contract between during construction
In: Civil Engineering
Please provide an example of a Project Scope of a house construction
In: Civil Engineering