please help us in this data table please help to fill it up but if possible the most important is weight of sieve and weight of sieve + aggregates section but if possible please filll everything I already provide data that we gathered its just hard to input it FINE AGGREGATES(grams)weight of empty containerweight of sample & container259.9971.7FINE AGGREGATES#4#8#16#30#50#100panweight of empty containerweight of sample & containerweight of sample259.9259.9259.9259.9259.9259.9259.9 grams402.0274.0319.1720.4810.2400.8288.9 grams142.114.159.2460.5550.3140.929.0 gramsCOARSE AGGREGATES(grams)weight of empty containerweight of sample & container259.95746.2COARSE AGGREGATES11/213/41/23/860100200panweight of empty containerweight of sample & containerweight of sample259.9259.9259.9259.9259.9259.9259.9259.9259.9 grams259.91423.62795.0793.6584.51123.8296.7269.9265.8 grams0.01163.72535.1533.7324.6863.936.810.05.9 grams Table 1: Coarse AggregatesWeight ofSieveSieveWeight ofWeightPercentageCumulativePercentSizeSieve +RetainedRetainedPercentagePassingAggregates(grams)Retained(grams)(grams)(%)(%)(%)2"1 ½"1"4"3/8"PanTotalNote: Maximum Size Aggregates is the size of sieve next above the largest sieve that has 15% of the sample coarser thanit (cumulative percentage retained)Table 2: Fine AggregatesSieveWeightWeight ofWeightPercentageCumulativePercentSizeof SieveSieve +RetainedRetainedPercentagePassingAggregates(grams)Retained(grams)(grams)(%)(%)(%)3/8"# 4#8#16#30#50#100PanTotal

The grain size distribution of the soil sample can be performed by Sieve analysis Dry sieve…

please help us in this data table please help to fill it up but if possible the most important is weight of sieve and weight of sieve + aggregates section but if possible please filll everything I already provide data that we gathered its just hard to input it

please help us in this data table please help to fill it up but if possible the most important is weight of sieve and weight of sieve + aggregates section but if possible please filll everything I already provide data that we gathered its just hard to input it

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.4P

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Concept explainers

Quantity takeoff

Quantity takeoffs (QTO) are precise estimates of the materials and labor costs required to finish a construction project. During the pre-construction phase, an estimator prepares them, breaking down the project into smaller, more manageable parts that are easier to evaluate. These measurements are used to prepare a construction scope bid. Estimators examine the drawings, specifications, and models to figure out different quantities and their costs. Since, the components, their quantity, and price are all included in the model, quantity take-off can be done automatically using Building Information Modelling (BIM). The time taken for completing a construction project can be reduced by the use of quantity takeoff. These takeoffs are also called material takeoffs and construction takeoffs.

Question

FINE AGGREGATES
(grams)
weight of empty container
weight of sample & container
259.9
971.7
FINE AGGREGATES
#4
#8
#16
#30
#50
#100
pan
weight of empty container
weight of sample & container
weight of sample
259.9
259.9
259.9
259.9
259.9
259.9
259.9 grams
402.0
274.0
319.1
720.4
810.2
400.8
288.9 grams
142.1
14.1
59.2
460.5
550.3
140.9
29.0 grams
COARSE AGGREGATES
(grams)
weight of empty container
weight of sample & container
259.9
5746.2
COARSE AGGREGATES
11/2
1
3/4
1/2
3/8
60
100
200
pan
weight of empty container
weight of sample & container
weight of sample
259.9
259.9
259.9
259.9
259.9
259.9
259.9
259.9
259.9 grams
259.9
1423.6
2795.0
793.6
584.5
1123.8
296.7
269.9
265.8 grams
0.0
1163.7
2535.1
533.7
324.6
863.9
36.8
10.0
5.9 grams

Table 1: Coarse Aggregates
Weight of
Sieve
Sieve
Weight of
Weight
Percentage
Cumulative
Percent
Size
Sieve +
Retained
Retained
Percentage
Passing
Aggregates
(grams)
Retained
(grams)
(grams)
(%)
(%)
(%)
2"
1 ½"
1"
4"
3/8"
Pan
Total
Note: Maximum Size Aggregates is the size of sieve next above the largest sieve that has 15% of the sample coarser than
it (cumulative percentage retained)
Table 2: Fine Aggregates
Sieve
Weight
Weight of
Weight
Percentage
Cumulative
Percent
Size
of Sieve
Sieve +
Retained
Retained
Percentage
Passing
Aggregates
(grams)
Retained
(grams)
(grams)
(%)
(%)
(%)
3/8"
# 4
#8
#16
#30
#50
#100
Pan
Total

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Step 1: Sieve analysis

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Show your solution on a paper wit FBD
Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained:Volume of bucket = 1/3 ft3Weight of empty bucket = 18.5 lbWeight of bucket filled with dry rodded coarse aggregate = 55.9 lba. Calculate the dry-rodded unit weightb. If the bulk dry specific gravity of the aggregate is 2.630, calculate the percent voids in the aggregate.