The following net accumulations were calculated. The free haul area begins at station 4+30 and continues to 14+30. What is the total overhaul distance (ft)? Round to the nearest hundredths. from station to station net accumulation, yd³ 2+60 3+00 3.85 3+00 4+00 5.85 4+00 4+30 8.35 Response Feedback: [3.85×150+2×80+2.5×15]/8.35

The following net accumulations were calculated. The free haul area begins at station 4+30 and continues to 14+30. What is the total overhaul distance (ft)? Round to the nearest hundredths. from station to station net accumulation, yd³ 2+60 3+00 3.85 3+00 4+00 5.85 4+00 4+30 8.35 Response Feedback: [3.85×150+2×80+2.5×15]/8.35

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: Given the following areas of cut and fill, complete the earthwork calculation using shrinkage factor…

A: Here are the steps to complete the earthwork calculation with a shrinkage factor of 10% and draw the…

Q: C 15 ft D 74.4 A 30 ft B 30 ft 6.5 7.3 5.4 30 ft E 5.6 F 8.7 G 6.7 30 ft H/3.9 I|4.4 15 ft 15 ft J…

A: Consider the following diagram: Each borrow pit has been marked with a number.

Q: STATION 5 +000 5 + 100 5 + 200 5 + 300 5 + 400 5 + 500 5 + 600 5 + 700 5 + 800 5 + 900 6 +000 6 +…

Q: 5. VOLUME MEASUREMENTS. Given the approximate flat area anc depth of excavation of the following…

A: Since we are authorized to answer only one question in a single post. we are answering the fifth one…

Q: Determine the length of overhaul if the cost of hauling is P192000.0

A: cost of hauling is P192000

Q: Describe about the Well Points as a method of Dewatering Intermediate Depths.

A: The dewatering is defined as “the technique of temporary lowering of the level of ground water”.…

Q: The following net accumulations were calculated. The free haul area begins at station 4+30 and…

A: Given Data:The free haul area begins at station 4+30 and continues to 14+30.To Determine:The total…

Q: Q2/ The levelling reading for proposed project is shown in table below. If the D.L for the points…

A: Given data The D.L for the points A, E and H are 31.0, 31.5, 30.0 The elevation of point E = 30.09 m

Q: The following are the data of a simple summit mass haul diagram STATION MASS ORDINATE (m3) 0+000…

Q: Rod PREPARE A SET OF LEVELING NOTES eldort hal FIGURE 2.33 1.27 BM 50 Elevation = 321.07 50:0 auto…

A: HI = Elv. of BM. + BS OR Elv. = HI - BS BM- Benchmark HI- Height of instrumemnt FS-…

Q: Estimate

Q: Baseline 4,21 0m 6,85 m 6,31 5 6,80 Offsets South Offsets North 3,54 6 4,80 12,83 12 7,93 13 7,15 15…

A: A baseline is given in the above figure. Some offsets are given on both sides of baseline. We have…

Q: Q2:-Compute the total volume of borrow-pit by using triangle method. 1.5 14 16 1.3 1.2 1.7 1.5 1.6…

Q: True or false Stabilization wedges are multi-pronged implementation of future available technology…

A: Climate Change: The increase in the global temperature due to global warming changes the weather…

Q: Determine the cost/ft for the following bit types which were used to drill the same type of…

A: To determine the cost per foot for each bit type, we need to calculate the total cost of using each…

Q: Compute the immediate settlement 4H; using the Schmertmann formula using an average 4q value (qv1 =…

A: Given : qv1 = 233.3 kPa , qv2 = 163.3 kPa , qv3 = 77.0 kPa , qv4 = 44.0 kPa and qv5 = 28.0 Es at…

Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

The following net accumulations were calculated. The free haul area begins at station 4+30 and continues to
14+30. What is the total overhaul distance (ft)?
Round to the nearest hundredths.
from station to station net accumulation, yd³
2+60
3+00 3.85
3+00
4+00 5.85
4+00
4+30 8.35
Response Feedback: [3.85×150+2×80+2.5×15]/8.35

Expert Solution

Step 1

Given Data:

The free haul area begins at station 4+30 and continues to 14+30.

To Determine:

The total overhaul distance (ft).

Step by step

Solved in 3 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Measuring sitework, excavation and piling

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

solve
QUESTION 7 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 fill between these stations? Assume 10% swell. Round to the nearest hundredths.
Calculate Ve, Cp and Vp for the following notes. The base in fill is 20 ft and the base in cut is 30 ft.
I provided the answer already, I just don't know how to obtain the numbers.
Construction Surveying
The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18
TT DILLU b. The ordinates of the recession limb of a hydrograph are listed below. Assuming that the interflow is negligible, determine the direct runoff and base flow recession constants. Time from Time from Peak Hours Discharge m³/s Discharge m³/s peak hours 0 517 72 134 12 432 84 113 24 318 96 96 36 227 108 72 48 188 120 60 60 153 132 50
Compute the volume (in cubic yards - yd³) of the borrow-pit figure below: 3.1' 4,110 3,418 3,891 3,526 50' 3.4' 2.3' 150' 100' 2.9' 50' 3.1' 3.8' 100' 3.3'
Find Baseflow volume using the recession curve method
In a certain portion of a road construction, the following data were taken; Cost of haul = P30 per cu. m per station Cost of borrow = P360 per cu. m. Using a free haul distance of 60m, A) Compute the length of the Economical Haul. B) Calculate the Cost of Excavation.
Limit of economic haul is 450 m. not 50m. Thanks!