Questions
The data in the table below is for a closed-polygon traverse. The running direction is North...

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...

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...

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

analyzing water tariff based on PEST

analyzing water tariff based on PEST

In: Civil Engineering

Please answer all the parts of this question Please answer all the parts of this question...

Please answer all the parts of this question
Please answer all the parts of this question
Question:
a) Where is the flow accelerating in the control volume?
b) Will the pressure be greater or less than hydrostatic in a region of accelerating flow?
c) Is the hydrostatic estimate of force on the gate; larger, smaller, or the same, as that obtained from
the Momentum Equation? Explain.
d) Where does the change in flow momentum go in this control volume? Explain.

In: Civil Engineering

Identify which of the following items we need to know in order to establish a clear...

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.

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).

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.

Outline all methods of dynamic soil properties evaluation for machine foundation designs.

In: Civil Engineering

T

T

In: Civil Engineering

Outline the surface waves that are most detrimental to ground surface super structures. Discuss their destruction...

Outline the surface waves that are most detrimental to ground surface super structures. Discuss their destruction mechanism.

In: Civil Engineering

Using Engineering News Record (ENR), graph the construction cost index (CCI) (y-axis) vs. time from 2001-2011....

  1. Using Engineering News Record (ENR), graph the construction cost index (CCI) (y-axis) vs. time from 2001-2011. 4 points per year - equally spaced. ENR is a weekly magazine. You will find the CCI in a section called Construction Economics and in the older issues a section called Market Trends. (Neatness Counts!)
  1. Assume a project cost $400,000 in February 2012 - How much would this project cost in :

   Feb 2013

   Mar 2015

May 2017

Jan 2019

Feb 2025 (projection)

  1. List 5 reasons why the actual cost may vary from your estimate.

In: Civil Engineering

Procedure of using principle of virtual work for beams. Please need it as step by step...

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...

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...

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