The table below gives area information on earthwork of road cross sections at three different stations. The cumulative amount of earthwork moved from station to station is most nearly: Station Cut (ft?) Fill (ft?) Sta 5 + 00 Sta 6 + 35 60 80 120 150 Sta 8 + 65 200 210 O 2100 yd3 3921 ya O 1813 yd O 2931 yd

The table below gives area information on earthwork of road cross sections at three different stations. The cumulative amount of earthwork moved from station to station is most nearly: Station Cut (ft?) Fill (ft?) Sta 5 + 00 Sta 6 + 35 60 80 120 150 Sta 8 + 65 200 210 O 2100 yd3 3921 ya O 1813 yd O 2931 yd

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Chapter 3 Planning ior Earthwork Construction 3.3 Using the average-end-area method, calculate the cut-and-fill volumes for stations 25 + 00 through 31 + 00. End-area End-area Volume of Volume of Station cut (sf) fill (sf) cut (bcy) fill (ccy) 25 00 26 00 3,525 355 985 27 00 786 125 28 00 2,515 1,255 620 55 29 + 00 23 29 + 25 29 +50 25 845 30 - 00 3,655 8,560 31 00 0. 83 SHOT ON HOT 7 PRO J Al QUAD LENS
Q1. While designing and constructing a new road the following area of cut required per station is listed below, find the approximate total volume (yd3) of soil to be removed for this project. Station 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Area (ft) 115 137 213 225 260 272 189 165
Q1/ The table shown below is obtained from a survey of a street project. Calculate the height of Fill and depth of Cut for each points. If the elevation for the design street (D.L) are equal to the G.L elevations for the stations (1, 6, and 12). Isl f.s. F P. 1 2 3 4 S 6 78 7 8 9 10 11 12 مز Bs 2.58 25 40 50 60 75 95 130 1-30 139 145 155 0.83 2.34 2.64 2,13 093 0.34 1.79 0.66 1.92 2.58 2.53 1.10 ->E=R.L=57.75m
Briefly explain why should blank determination be performed.
The cross section at station 2+60 has a cut area of 9 ft² and a fill area of 4 ft² and the cross section at station 3+00 has a cut area of 7 ft² and a fill area of 8 ft2. What is the volume (yd³) of cut between these stations? Round to the nearest hundredths. Response Feedback: V = L cut A +A 54 2+60 3+00
Given the following cross-sections notes. It is required to determine the earthwork volume on a portion of road construction grading work. The base of road in 7 m and the sideslopes are 2:1 Determine the area of the midstation. station 7+460 +0.32 +0.60 +1.92 +1.52 +1.32 4.14 3.5 3.5 6.14 station 7+500 +2.7_ +3.2 +1.6 +2.0 +2.4 8.9 3.5 3.5 8.3
Given the following cross-sections notes. It is required to determine the earthwork volume on a portion of road construction grading work. The base of road in 7 m and the sideslopes are 2:1 Determine the volume using end-area method station 7+460 +0.32 +0.60 +1.92 +1.52 +1.32 4.14 3.5 3.5 6.14 station 7+500 +2.7 +3.2 +1.6 +2.0 +2.4 8.9 3.5 3.5 8.3
The following is a set of notes of an earthworks of a road construction which is undertaken by the DPWH. The base of the roadway is 9m which conforms with the DPWH standards. Side slope is 1.5:1.a. Compute the cross sectional area at station 1+020.b. Compute the cross sectional area at station 1+040.c. Compute the volume between the two stations using end areamethod. *Please refer from the figure attached* Pls answer in COMPLETE SOLUTION 3 DECIMAL PLACES ALL FINAL ANSWERS Show an illustration Thank you!
Table Q4 lists the areas of cross-sections at 20m apart of a road improvement project. Calculate the volume of the earthwork using the End Areas and Prismoidal methods. Table Q4 Chainage (m) Cross-sectional area (A) (m²) 8200 8220 8240 8260 8280 8300 8320 8340 8360 8380 8400 8420 8440 8460 8480 8500 114.9 157.5 127.9 115.1 169.8 191.4 299.6 125.9 270.6 156.7 124.5 281.1 134.4 179 232.9 110.1
A surface depression typically along the wheel paths of a road. Blank 1 Blank 1 Add your answer
ise Simpson's rule and trapezoidal method to find the volume of cut and fill of the attached table. Road width is 10 m and side stope is 2:1. Sta 5 m 10 m 5 m 2.06 F 1.2 10 m 1+00 F 2.06 2.06 2.06 2.06 1+50 1.15 1.15 1.15 1.25 2+00 2+50 3+00 F 1.56 F 2.94 с 0.97 C 0.47 C 1.27 0.92 1.03 C 0.82 C 0.3 с 1.54 C 0.95 F 2.3 0.14 0.63 0.91 1.02 1.02 1.62 3+50 2.04 2.21 4+00 2.45 2.78 2.94 3.04
To control the elevation of a building, contractors must use or establish one or more benchmarks near the building site. In this example, benchmark A (BMA) is located some distance away from the site and the contractor wants to establish benchmark B (BMB) near the site. Therefore the contractor must: (a) Transfer the elevation form BMA to establish BMB using a technique known as differential levelling (see sketch below) (b) Confirm the accuracy of the work by 'looping' back to BMA or by completing a 'circuit' to another known benchmark - in this case BMC (c) Check the mathematical correctness of the work as well as determine if the work falls within acceptable limits of TIK 3.826 BMA ELEV. = 220,000 |HI = 000022 0.841 2.549 TPI ELEY = HI = DATUM LINE = 0.000 ·257 0.583 BMB ELEV,= HI = 2.681 1.202 TP2 ELEV = HIS 133 BMC ELE/-222,2266