STATIONAREACUTFILL10 + 16041.13m2(Balancing Point)47.85 m210 + 401.9710 + 610 The earthworks data of a proposed highway is tabulated below. The free haul distance is 50mand the cost of borrow is P420 per cum, cost of excavation is P350 per cum. and the cost ofhaul is P21 per meter station. The ground surface is assumed to be uniformly sloping.(a) Compute the free haul volume. (b) Compute the overhaul volume. (Non-anonymous questionO)

According to given data1. Free haul volume is Fill volume = (0+47.85)/2 * distance between…

Answered: STATION AREA CUT FILL 10 + 160 41.13m2…

Engineering

Civil Engineering

STATION AREA CUT FILL 10 + 160 41.13m2 (Balancing Point) 47.85 m2 10 + 401.97 10 + 610

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: The X and Y coordinates of two corners of a traverse are: A(-123.45 m, 105.70 m) and B(163.08 m,…

A: given coordinates A(x1 , y1) = (-123.45 , 105.70 ) B (x2 , y2) = (163.08 , 230.17 ) we have formula…

Q: STATION CUT (m²) FILL (m²) 1+000 40 1+052 33 1+272 3.021

A: Introduction- Understanding the center line and excavation drawings, laying out the plan on the…

Q: The coordinates of traverse station of closed traverse ABCDE are: A (0.0) B (170, 320).C (470, 90).D…

A: The coordinates of the traverse station are: A=(0,0)B=(170,320)C=(470,90)D=(340,-110)E=(-40,-220)

Q: (d) A base line was measured between two points A and B at an average elevation of 224.35 m. The…

A: The mean height of the terrain above the MSL is h=224.35 m. The measured length is D=149.3206 m. The…

Q: Determine the length of the line which will divide the lot into two equal line is parallel to line…

A: A= 38151.29m^2 AB = 299.206m BC = 130.206 m CD = 274.634 m DA = 154.434 m

Q: What are the concepts and applications of 1.Traverse 2.Tacheometry Stadia Interval Factor 3.…

A: we need to find Traverse Tacheometry Stadia Interval Factor Earthworks and volume.

Q: The net splitting area in the road section below is 25.5 m2 that the points A and B are Coordinates…

Q: The given table shows the data for a certain closed traverse: Line Distance (m) Bearing AB N55°W BC…

Q: PROBLEM 5: The data of a closed traverse are as follows: Latitude +9.14 -7.04 -25.16 Latitude +5.42…

A: Find the corrected latitude of line 1-2 using transit rule.

Q: A closed traverse of a triangular lot is tabulated as shown. LINES BEARINGS DISTANCE АВ N 60°30'W…

Q: Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced…

A: Calculate the error in elevation of BM 35 Error in elevation of BM 35 = Last RL - first RL =…

Q: Q.1: A tract of land has three straight boundaries AB, BC, and CD. The fourth boundary DA is…

A: Straight boundaries are AB, BC and CD Irregular boundary is DA AB = 135 m BC = 191 m CD = 126 m BD =…

Q: Determine the area of the closed traverse which was formed by joining the points (1,4), (0,-3),…

Q: N -N=4664.12 E=3348.36 -N=4353.35 E=3031.96 2 -N=4097.11 E=3533.84

A: The coordinates of station 1 =x1,y1=3348.36,4664.12 The coordinates of station 2…

Q: АВ 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE unknown 16°29' South of West EA 90.20 71°16'…

Q: Calculate the area of closed traverse

A: Given: Station X (Easting) Y (Northing) 1 0 0 2 51 54 3 104 111 4 159 171 5 216 234 6…

Q: the following offsets are taken from a survey line to a curves boundary line, and the first and the…

Q: 1. A lot is bounded by the following three straight sides: AB N 45° E, 160m long; BC; and CA 190 m…

Q: PROBLEM I COURSE LENGTH (m) BEARING / AZIMUTH АВ 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE…

A: To determine Length of course DE Bearing of course BC Perimeter of the lot.

Q: PROBLEM I COURSE LENGTH (m) BEARING / AZIMUTH AB 110.80 32°27' BC 83.60 unknown CD 126.90 188°51' DE…

A: To find The missing length & bearing of the Traverse. Perimeter of the lot. Area of the lot…

Q: 1. From the given technical description of a lot, determine the azimuth from south of the line BC…

A: The given in quations are as follows, Lines Azimuth from south Distance(m) AB 228°20' 529.60…

Q: triangular-shaped lot ABC, the two sides and the included angle are: CA=90.95 m, BC=73.80 m, and…

Q: Compute the sideslope of the cross section. (Format: X:X) 6.45 4.5 1+ 020 +2.3 +1.5 +1.0 6.0 6.9 1 +…

Q: a) The length of course DE, in meters, is b) The bearing of course BC is c) The perimeter of the…

A: For the given data, the latitude and departure are found out below after converting the given…

Q: Problem 3 Tangent segments intersect at station 25+15. The azimuth between the PC and the PI is 42…

Q: Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths…

Q: A traverse ABCDA is made within the form of a rectangle in clockwise path. If the fore bearing of…

Q: The coordinates of traverse stations of a closed traverse ABCDE are given below Station X (m) A 0 B…

Q: COURSE DISTANCE BEARING AB 382.50 Due East $ 89-25 E 5 27-45 W BC 248.78 CD Unknown DE 220.42…

Q: How can we calculate mean free path ?

A: Brief concept- Mean Free Path- When a molecule collides with another molecule then in between the…

Q: The elevation of A on the ground surface is 134.78m while the elevation of another point B on the…

A: Elevation of point A=134.78m Elevation of point B= -78.9m

Q: Draw a sketch of the traverse and compute the final coordinates. Adjust by Transit Rule. Bearing EA:…

A: The bearing of the line EA is given as S 10°14' E And the included angles of the traverse are given.…

Q: Q.3 A level circuit is shown in figure. The survey, needed for local engineering project. commenced…

A: Calculate the error in elevation of BM 35 Error in elevation of BM 35 = Last RL - first RL =…

Q: Line AB has the following data: Latitude = -588.25, Departure= +78.34, DMD = +78.34. Determine the…

A: For a line having DMD and Latitude, The double area can be calculated by the product of DMD and…

Q: PROBLEM I COURSE LENGTH (m) BEARING / AZIMUTH 32 27 AB 110.80 BC 83.60 unknown CD 188 51' 16°29'…

A: To find Missing length and bearing of the traverse. Perimeter of the traverse. Area by DMD method.…

Q: The areas in cut of two irregular sections 65 meters apart are 36m2 and 72m2 respectively. Base…

Q: A clockwise traverse ABCDEA was survey Find the length and direction of line B A C E D

Q: Given the following sections Station 3+ 080 405 3.00 3.00 705 +0.84 +3.50 +285 +212 +3.24 Station 3+…

A: Fig shown above is the cross section dimension of the first station, 3+080 Area = cb + Fldl + Frdr2…

Q: COORDINATES Corner NORTHINGS EASTINGS 1 1600 400 2 400 800 600 400 1400 1200

A: As per bartleby policy i can answer only 3 subparts at a time. Please upload again other questions.

Q: Contour map 1- Draw contour lines with C.I = 100 m. 2- Describe the topography of the area. 3- Draw…

A: 1. Lines on C.I = 100 m

Q: 1:100 from station 0+050 to station 150 m. The existing ground levels on the cente: line at stations…

Q: ITEM NO. 3 Two irregular sections 80 m apart have areas in cut 26 m² and 84 m2. The base width is 8…

Q: Check if the traverse closes. After checking and closing, get the area by using either DPD or DMD. B…

A: Solution;

Q: Situation 2: A four cornered lot has the following azimuth and distances with unknown non-adjacent…

Q: A closed traverse has the following data: Line Bearing Distance (m) AB N 30deg 30min W 56.50 BC N…

Q: A triangular piece of land ABC (clockwise) has the following directions: AB = N 45o23’, BC = S…

Q: Q1: The polygon traverse ABCDEA

Q: Given the following traverse notes for a closed traverse: AZİMUTH LINES DISTANCE АВ 225°00' 1200 m…

A: Given- A closed traverse ABCA. Azimuth of line AB and BC are 225°00' and 346°00' respectively. It is…

Q: The elevation above sea level of two end points of a base line for a triangulation system, as…

Q: For the lot whose other description is given below: LINE BEARING LENGTH (m) AB Due East BC N 35°12'…

Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

STATION
AREA
CUT
FILL
10 + 160
41.13m2
(Balancing Point)
47.85 m2
10 + 401.97
10 + 610

The earthworks data of a proposed highway is tabulated below. The free haul distance is 50m
and the cost of borrow is P420 per cum, cost of excavation is P350 per cum. and the cost of
haul is P21 per meter station. The ground surface is assumed to be uniformly sloping.
(a) Compute the free haul volume. (b) Compute the overhaul volume. (Non-anonymous questionO)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

. (25 points) A CAT 385FCS shovel is loading well-blasted rock (Fill Factor=85%) on a highway project. The average face height is expected to be 22’. Most of the cut will require a 150 degree swing of the shovel to load the haul units. What is a conservative production estimate in bcy/hr if the swell is 60%? Assume a 50-min/hr efficiency. Cycle time under ideal conditions is 35s. The optimum digging height (or depth) is 50% of the maximum digging height (or depth). To use table: Percentage of optimum height = Average Face Height/ Optimum Digging Height HINTS: Obtain required dimensions of the shovel from CAT44, Chapter 7. No need to interpolate from given table. Use closest value.
Subject : Geotechnical Engineering I need right solution.. Urgent please Consider a steel H-pile (HP250x 85) 25 m long embedded in sandy soil and subjected to lateral force. If nh = 10000 kN/m3, Qg = 60 kN, Mg = 0.0, Ep = 207 x 106 kN/m2, Ip = 123 x 10-6 m4. Compute the deflection at the ground surface.
A trapezoidal channel having side slope (1:1) it is required to discharge 1.478 m3/sec of water per each square meter of channel area, bed slope (1 to 1000). If this channel is unlined and the value of C=44 and when this channel is lined with concrete the value C=60. The cost per cubic meter of excavation is four times the cost per square meter of lining. The channel is to be the most efficient one find whether the lined channel or the unlined channel will be cheaper what will be the dimensions of the economical channel
Briefly discuss the advantages of preloading methods?
How to prevent Hazardous Situations like erosion, of Dams & Tunnels using Engineering Consideration pls Explain Briefly thank you
Explain what is Dry Bottom-feed Method?
Q.2 Consider a flat surface on which you have to dig approx. 100m below the ground surface for an underground subway station. The strata is hard soil/rock. The site can only be accessed from the ground surface. Propose a drilling and hauling equipment if the dumping site is within 50m. Also write the reason of choosing the specific equipment.
Design pit volume when the depth is less than or equal to 4 m. Life of pit 6 years and total users 10 persons?
A circular pile having a diameter of 0.33 m is 14.21 m long which is embedded in a layer of dense compacted sand having the given properties. Soil properties: Lateral pressure factor, K = 3.53 Nq = 99 Specific gravity, Gs= 2.61 Void ratio, e =1.21 Saturation above the GWT = 0.41 Ground water table (GWT) is located 3.58 m below the ground. Use unit weight of water = 9.81 kN/m3 Coefficient of friction = 0.41 Factor of safety = 3.98 Calculate the allowable capacity of the pile in kN.
List and briefly explain 3 advantages of pipe earthing as applied to earthing systems design
An 18 in diameter, 75 ft long ACIP pile is to be constructed in the following soil profile: Depth(ft) SoilDescription Unit Weight(lb/ft3) Undrained ShearStrength(lb/ft2) EffectiveFrictionAngle(deg) SPTN60 0–15 Silty sand 120 28 15–40 Clayey silt 115 1500 40–60 Sandy silt(nonplastic) 119 25 60–70 Well-gradedsand 124 32 70–90 Well-gradedsand 127 35 40 The groundwater table is at a depth of 25 ft. Using a factor of safety of 3.0, determine the ASD allowable downward load capacity.
A concrete pile 30 cm diameter is driven into a medium dense sand(φ = 35°, γ = 21 kN/m3), k = 1.0, tan δ = 0.7, Nq = 60). For a depth of 8m, Find the safe load. Taking a factor of safety of 2.5, if the water table rises to 2 m below the ground surface take γw = 10 kN/m2. Assume necessary data if available