10.9 The planimetered areas, in square feet, of cross-sections along a short portion of a proposed highway improvement project are as follows: Station Cut Fill 117 92 118 60 118 + 30 11 24 119 36 120 0. 202 Calçulate the total volumes (nearest cubic yard) of cut and fill between 117 + 00 and 120 + 00.

10.9 The planimetered areas, in square feet, of cross-sections along a short portion of a proposed highway improvement project are as follows: Station Cut Fill 117 92 118 60 118 + 30 11 24 119 36 120 0. 202 Calçulate the total volumes (nearest cubic yard) of cut and fill between 117 + 00 and 120 + 00.

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

ASAP DONT REJECT ME I GIVE UPVOTE PRAMIS
1. A construction company wants to know how much material they will need to construct a roadway. On a drawing, scaled H 1:250. V:1:100, total deficit areas were measured on paper in cm^2 along even 30 metre stations. Using the provided data convert the given areas to ground areas and then calculate the volume of material needed to complete the project. Areas (cm^2) Station 18.800 A 20.990 B 22.140 C 23.900 D 24.920 E Answer:
do not shortcut, 5 decimal places please.
I need a quick solution within 15 minutes With my best wishesTon.
What are the water surface profiles that can be seen in the channel with two different slopes given below?
The following data are cross-section notes of the ground which will be excavated for a roadway having a base width of ten meters: Station 122 10+ Station 179 10+ 3.0 2.1 2 2.6 2.75 3.4 6.1 0 5.3 6.5 7.1 Determine the volume of excavation by end-area method (in m³)
The cross-section notes shown below are for a ground excavation for a 10m wide roadway. STA 19+2600 8.09 5 0 5 8.25 6.54 5 4 6 6.7 Determine the cross sectional area at STA 19+2600. Round your answer to 3 decimal places.
Instructions: Please provide complete solution for full credit. Box your final answer/s. Problem: Determine the volume of water contained: a. between ranges CG and DF b. between ranges DF and E c. in the lake
The grading works of a portion of the proposed expressway shows the following notes. Limits of free haul distance is from STA 1+272 to STA 1+322 Limits of economical haul is from STA 1+052 to STA 1+502 STATION CUT (m²) FILL (m?) 1+000 40 1+052 33 1+272 3.021 1+300 Balancing point 1+322 3.845 1+502 40.18 1+600 60 Determine the overhaul volume
In determining the volume of water impounded in a reservoir by the contour-area method, a planimeter is used on a map of scale (1/2,400 ). areas in square inches on the map between the lower contour line 1 and the higher contour line 4 were determined in the table below Contour interval on the map is: 9 ft. Compute the reservoir water volume in the unit (Acre-foot). Round your answer to 2 decimals. Area Contour Square inch area (Acre) Volume (Acre-ft) Contour line 1 (Low) 4 Contour line 2 contour line 4 8. Contour line 4 (High) 10
QUESTION 1 In a certain portion of road to be constructed, the following data were taken. Station 1+020 8m 8.5m -1.555 ? 1.25 m² m² m³ -1.21 Station 1+090 0 +2.55 Base width for cut Base width for fill 1.25:1 Side slope for cut 1:1 Side slope for fill ____?__ -0.9 0.95 a) Compute area of first station b) Compute area of second station c) Determine difference in volume of cut and fill using End Area Method
Depth Bulk Dens. ft g/cm³ 2.046 1000 2.143 2000 2.233 3000 2.300 4000 2.353 5000 2.392 6000 2.430 7000 2.460 8000 2.482 9000 2.497 10000 2.510 11000 2.522 12000 2.533 13000 2.543 14000 2.552 15000 2.560 16000 2.567 17000 2.573 18000 2.578 19000 2.582 20000 2.585 21000 2.587 22000 2.588