HomeMy WebLinkAboutBinder1_Regions-Carmel IN_1-26-11.pdfSieve Size Tolerance Percent
One Test Two Tests Three Tests
3/4 inch 5.0 3.5 2.9
1/2 inch 5.0 3.5 2.9
3/8 inch 5.0 3.5 2.9
No. 4 5.0 3.5 2.9
No. 10 5.0 3.5 2.9
No. 40 4.0 2.8 2.3
No. 80 3.0 2.1 1.7
No. 200 2.0 1.4 1.2
Passing
Sieve
Retained
On Sieve
Percent
By Weight
No. 4 90 -100
No. 4 No. 10 0 - 15
No. 10 No. 40 15 - 50
No. 40 No. 80 25 - 60
No. 80 No. 200 8 - 40
No. 200 0 - 10
Gradation Design Range
Sieve Size Percent by Weight Passing
Type S-I Type S-III Type I
3/4 inch 100
1/2 inch 88-100 100 100
318 inch 75-93 88-100 88-100
No. 4 47-75 60-90 54-85
No. 10 31-53 40-70 35-50
No. 40 19-35 20-45 16-41
No. 80 7-21 10-30 7-28
No. 200 2-7 2-7 4-8
Mix Minimum Flow Minimum Air
Type Marshall (0.01 in.) VMA Voids
Stability (%) (%)
lbs
S-I 1500 8-14 14 3-5
S-III 1000 8-16 15 3-7
I 1000 8-14 14 3-5
Nominal Outside Diameter (inches) *Nominal Thickness (inches)
18 or less 0.250
20 0.281
24 0.344
26 0.375
28 or 30 0.406
MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 PSI PRESSURE DROP
FOR SIZES AND LENGTH OF PIPE INDICATED FOR Q=0.0015
Specification Time for Length (L) Shown, Minutes:Seconds
Pipe
Dia.
(In.)
Minimum
Time
(Minutes)
Length
For
Minimum
Time
(Feet)
Time
For
Longer
Length
(Sec.)
100
Ft.
150
Ft.
200
Ft.
250
Ft.
300
Ft.
350
Ft.
400
Ft.
450
Ft.
8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24
10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48
12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:56 22:47 25:38
15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04
16 15:10 149 6.282 L 15:10 15:42 20:56 26:10 31:25 36:39 41:53 47:07
18 17:00 133 7.692 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41
Minimum Test Times for Various Manhole Diameters
Diameter (Inches)
Depth
(ft.)
30 33 36 42 48 54 60 66 72
1 1 2 2 2 2 3 3 4 4
2 3 3 4 4 5 6 7 7 8
3 4 5 5 6 7 9 10 11 12
4 6 6 7 9 10 12 13 15 16
5 7 8 9 11 12 14 16 18 20
6 8 10 11 13 15 17 20 22 24
7 10 11 12 15 17 20 23 26 28
8 11 12 14 17 20 23 26 29 33
PIPE COLOR PRINTING
Potable Water Blue "Caution Buried Water Line
Below"
Reuse Water Purple "Reclaimed Water Buried
Below"
Force Main Brown "Caution Buried Force Main
Below"
Comprehensive Strength in Pounds Per Square Inch
3 Consecutive Cylinder
Average
Low Cylinder
Class
For Design Purposes
7 Days 28 Days 7 Days 28 Days
A 4000 2950 4250 2600 3750
B 3000 2100 3200 1850 2800
C 2500 1800 2700 1550 2300
Class of Concrete Medium Slump Low Slump
A 4 to 5 in. 2 to 3 in.
B 4 to 5 in. 2 to 3 in.
C 5 to 6 in. 3 to 4 in.
Stack A Stack B Stack C Stack D Stack F
Stack H Stack G
Stack A Stack B Stack C Stack D Stack F
Stack H Stack G
Stack A Stack B Stack C Stack D Stack F
Stack H Stack G
R
R
Stack A Stack B Stack C Stack D Stack F
Stack H Stack G
Stack A Stack B Stack C Stack D Stack F
Stack H Stack G
Stack A Stack B Stack C Stack D Stack F
Stack H Stack G
Stack A Stack B Stack C Stack D Stack F
Stack H Stack G
10 14 15 18 21 25 29 33 36 41
12 17 18 21 25 30 35 39 43 49
14 20 21 25 30 35 41 46 51 57
16 22 24 28 34 40 46 52 58 67
18 25 27 32 38 45 52 59 65 73
20 28 30 35 42 50 58 65 72 81
22 31 33 39 46 55 64 72 79 89
24 33 36 42 51 59 69 78 87 97
26 36 39 46 55 64 75 85 94 105
28 39 42 49 59 69 81 91 101 113
30 42 45 53 63 74 87 98 108 121