The data in the table below is for a closed-polygon traverse. The running direction is North
| Course | Azimuth | Length (m) | Interior Angles |
| AB | 75∘14′47′′ | 411.838 | A=12∘25′31′′ |
| BC | 380.225 | B=48∘19′25′′ | |
| CD | 336.213 | C=126∘37′24′′ | |
| DE | 330.191 | D=46∘03′36′′ | |
| EA | 90.125 |
E=306∘34′19′′ |
a. Compute the preliminary bearings.
b.Compute the unadjusted departures.
c. Compute the unadjusted latitudes.
d. Compute the linear misclosure.
e. Compute the relative precision.
In: Civil Engineering
Grade Line Selection Factors in selecting the orientation of grade lines (vertical alignment): Balance cuts and fills (economy) Minimize rock excavation (economy) Providing adequate drainage (safety Aesthetics (appearance) Compatibility with horizontal alignment Design speed Composition of traffic Adequate visibility (safety) and other factors . list of factors in selecting the orientation of grade lines (vertical alignment) given, give an example in the field of one of these factors. You can create an example or write about a person experience. - give details.
In: Civil Engineering
Consider a T-shaped signalized intersection with the following geometric conditions and arrival vehicular flows in pcu/h as shown below. Assume the following:
▪ Left turn from the exclusive left-turn lane of northbound traffic (Lane NB1) is protected.
▪ Left turn from the shared left-turn and through lane of westbound traffic (Lane WB 1) is protected.
▪ The saturation flow rate for the exclusive left turn lane is 1785 pcu/hour. The saturation flow rates for all other lanes are 1700 pcu/hour.
▪ Amber of 3 sec. and all red of 2 sec. follow each through/right-turn green interval.
▪ Amber of 3 sec. follows the protected left-turn green interval.
▪ The pedestrian walk speed is 1.0 m/s and the pedestrian clearance time is 5 s.
Determine the designed signal timing. Present the duration of green and intergreen intervals for all phases in a tabular form
In: Civil Engineering
In: Civil Engineering
Identify which of the following items we need to know
in order to establish a clear zone value:
Design Year
Traffic (ADT)
Design
Speed
If the
section of road is curved or not curved and the radius size if
curved.
Ground
conditions outside of our EOTW ( such as shoulders and ditch
slopes)
In: Civil Engineering
Identify and briefly describe the top 10 parking strategies.
In: Civil Engineering
Please answer this in paragraphs.
- Develop an individual personal development plan (max 1500 words).
In: Civil Engineering
Outline all methods of dynamic soil properties evaluation for machine foundation designs.
In: Civil Engineering
Outline the surface waves that are most detrimental to ground surface super structures. Discuss their destruction mechanism.
In: Civil Engineering
Feb 2013
Mar 2015
May 2017
Jan 2019
Feb 2025 (projection)
In: Civil Engineering
Procedure of using principle of virtual work for beams. Please need it as step by step until getting the final answer.
[Need the full procedure.]
In: Civil Engineering
The procedure of using the Conjugate Beam Method: Please explain step by step and follow the steps to get the final answer correctly. [Need the full procedure.]
In: Civil Engineering
Discuss how Americans compare in terms of voter turnout with citizens of other democracies, and one reason your text offers for why this difference may exist.
In: Civil Engineering