PAES VALUES/TABLES

0.7 m2

space requirement per swine weighing more than 100 kg

0.8 m2

space requirement per swine weighing less than 100 kg

0.26-0.42

What is the required area per head for swine weighing 30–50 kg?

0.42-0.55

What is the required area per head for swine weighing 50-80 kg?

0.55-0.64

What is the required area per head for swine weighing 80-100 kg?

0.64-0.73

What is the required area per head for swine weighing 100-120 kg?

0.73-0.78

What is the required area per head for swine weighing 120-140 kg?

0.78-0.85

What is the required area per head for swine weighing 140-160 kg?

>160

What is the required area per head for swine weighing >0.85 kg?

2 m

pen width for swine housing

at least 1.3 m

alley width for swine housing

2 to 3 m

The unloading dock length shall be at least for swine housing

20 degrees

maximum recommended angle for ramps for swine housing

1.2 m

minimum height of wall dividers separating the animals of the same batch or group

2%

For swine pens, the floor slope shall not be less than

7.62 cm

All angles between the floors and walls shall be concaved to a height of at least ____ from the floor

2.4 m

The ceiling height shall be at least ___ high for swine housing

110 lux

An illumination of ___shall be provided within the lairage at the height of the animal level

540 lux

For all isolation pens, a lighting intensity of not less than ____ shall be provided.

10 m

The lairage shall be constructed at least ___ away from the slaughterhouse

3.5 m-4.2 m

pen width for ruminant housing

0.8 m

alley width for ruminant housing

0.21–0.35

What is the required area for a large ruminant weighing 30–50 kg?

0.35–0.58

What is the required area for a large ruminant weighing 50–100 kg?

0.58–0.80

What is the required area for a large ruminant weighing 100–150 kg?

0.80–0.97

What is the required area for a large ruminant weighing 150–200 kg?

0.97–1.26

What is the required area for a large ruminant weighing 200–300 kg?

1.26–1.51

What is the required area for a large ruminant weighing 300–400 kg?

1.51–1.74

What is the required area for a large ruminant weighing 400–500

1.74–1.96

What is the required area for a large ruminant weighing 500–600 kg

1.96–2.16

What is the required area for a large ruminant weighing 600–700 kg

>2.16

What is the required area for a large ruminant weighing more than 700 kg

0.21–0.32

What is the required area for a small ruminant weighing 30–50 kg

0.32–0.54

What is the required area for a small ruminant weighing 50–100 kg

0.54–0.71

What is the required area for a small ruminant weighing 100–150 kg

>0.71

What is the required area for a small ruminant weighing more than 150 kg

2-3 m

The unloading dock length shall be at least __ for ruminant housing

20 degrees

The maximum recommended angle for ramps should be ___ for ruminant housing

0.35-0.43 m

For single-file unloading, the width of the ramp shall be ___ or ruminant housing

0.61 m

There shall be a __-catwalk for the human handler at both sides of the dock and ramp

1.2 m

minimum height of wall dividers seprarating the animals of the same batch or group of small ruminants

1.5 m

minimum height of wall dividers seprarating the animals of the same batch or group of large ruminants

110 lux

An illumination of ___ shall be provided within the lairage at the height of the animal level

540 lux

For all isolation pens, a lighting intensity of not less than ___ shall be provided for ruminant housing

15%

The net area of perforations shall be at least ____ of the gross floor area. The perforations may be round or slatted

10 degrees

The slope shall be designed to be suitable for easy gravity flow of the intended grains to be stored. Angle of the sloping sides shall be at least ____ greater than the grain’s angle of friction.

0.6 m

The road shall be constructed on elevated portions and, if possible, should not pass through swampy, logged-over and flooded areas. The embankment height shall be at least ___ higher than the flood level of the area (F2M road)

50 kph

For Level terrain with a specific design volume under 50, what is the design speed

50 kph

For Level terrain with a specific design volume of 50–250, what is the design speed?

60 kph

For Level terrain with a specific design volume of 250–400, what is the design speed?

30 kph

For Rolling terrain with a specific design volume under 50, what is the design speed?

50 kph

For Rolling terrain with a specific design volume of 50–250, what is the design speed?

50 kph

For Rolling terrain with a specific design volume of 250–400, what is the design speed?

30 kph

For Mountainous terrain with a specific design volume under 50, what is the design speed?

30 kph

For Mountainous terrain with a specific design volume of 50–250, what is the design speed?

30 kph

For Mountainous terrain with a specific design volume of 250–400, what is the design speed?

30 m

The recommended minimum radius shall be for curves__ f2m road

25 m

recommended minimum radius of curves for 30 kph design speed where curves are superelevated

8%

For Level terrain with a design speed of 30 kph, what is the maximum grade

7%

For Level terrain with a design speed of 40 kph, what is the maximum grade

7%

For Level terrain with a design speed of 50 kph, what is the maximum grade

7%

For Level terrain with a design speed of 60 kph, what is the maximum grade?

11%

For Rolling terrain with a design speed of 30 kph, what is the maximum grade?

11%

For Rolling terrain with a design speed of 40 kph, what is the maximum grade?

10%

For Rolling terrain with a design speed of 50 kph, what is the maximum grade?

10%

For Rolling terrain with a design speed of 60 kph, what is the maximum grade?

16%

For Mountainous terrain with a design speed of 30 kph, what is the maximum grade?

15%

For Mountainous terrain with a design speed of 40 kph, what is the maximum grade?

14%

For Mountainous terrain with a design speed of 50 kph, what is the maximum grade?

13%

For Mountainous terrain with a design speed of 60 kph, what is the maximum grade?

0.30%

Minimum grade for paved surfaces shall be ___ to facilitate surface drainage on curbed and cut sections

500 m

What is the critical length of an upgrade with a grade of 3%?

340 m

What is the critical length of an upgrade with a grade of 4%?

240 m

What is the critical length of an upgrade with a grade of 5%?

200 m

What is the critical length of an upgrade with a grade of 6%?

170 m

What is the critical length of an upgrade with a grade of 7%?

150 m

What is the critical length of an upgrade with a grade of 8%?

40 m

Minimum length of curve shall be ___. Vertical curves shall be provided on grade breaks with algebraic difference in grade greater than 0.5%

30 m

Superelevation (e) on horizontal curves shall be provided for FMR whenever practical. Minimum tangent of ___ shall be provided for the runoff section

8%

Maximum superelevation and maximum shoulder rollover of ___ shall be used

0.60 m

he minimum widening recommended on curves should be ___ and should depend on the degree of curvature, design speed, and design vehicle

50

A one-lane roadway shall be constructed in places where only light vehicles pass through and with ADT less than __

1 m;60 m

Turnout shall be about ___ wide and __ long

1000 m

The minimum distance of consecutive turnouts shall be ___

2.5 m pavement width; 0.75 m shoulder width

For a one-lane road with an ADT of less than 50, what is the minimum pavement width and minimum road shoulder width?

2.5 m

A road has an ADT of <50 and is designed as a one-lane road. What is the minimum pavement width?

0.75 m

A one-lane road with an ADT of <50 requires what minimum road shoulder width?

5.0 m pavement width; 1.5 m shoulder width

For a two-lane road with an ADT of 50–400, what is the minimum pavement width and minimum road shoulder width?

5.0 m

A road has an ADT of 50–400 and is designed as a two-lane road. What is the minimum pavement width?

1.5 m

A two-lane road with an ADT of 50–400 requires what minimum road shoulder width?

1.5 %

The minimum crossfall for the carriageway shall be ___

3 %

The slope of road shoulder shall be ___ from the edge of the road carriageway.

2%;30 m

he maximum grade on the approach leg should not exceed __ where practical and at least __ in length

45-85 degrees

acceptable range of intersecting angles F2M

2:1.

maximum side slope shall be ___ F2M

4:1

normal slope F2M

1.5:1-1:1

cut slpe for common materials

0.5-1:1:1

cut slope for rippable rock

0.25:1-0.5:1

cut slope for hard/solid rock

1.5:1

minimum fill slope