Table 2501.03-1 (English Units).....................................................................................

 

Table 2501.03-2 (Metric Units)........................................................................................

 

Table 2550.02-1.................................................................................................................

 

Table 2552.02-1.................................................................................................................

 

Table 2552.02-2.................................................................................................................

 

Table 2552.02-3.................................................................................................................

 

Table 2552.02-4.................................................................................................................

 

Table 2552.02-5.................................................................................................................

 

Aggregate Gradation Table (English)............................................................................

 

Aggregate Gradation Table (Metric)...............................................................................

 

Theoretical Rate of Evaporation Chart (English Units)                                               

 

Theoretical Rate of Evaporation Chart (Metric Units)                                                  

 

 

Table 2501.03-1 (English Units)
Energy Values For Gravity And Diesel Hammers

Minimum Energy Required for Gravity Hammers (Ft. - Kips(b))

Pile Length

(ft.)

 

Wood Pile

 

 

Concrete Pile

Steel H-Pile

12" to 14"

16"

10
x 42

10
x 57

12
x 53

12
x 74

14
x 73

14
x 89

25' or less
26' to 40'
41' to 50'
51' to 65'
66' to 90'

15
15
15
(a)
(a)

25
25
25
(a)
(a)

27
27
27
(a)
(a)

23
23
25
25
30

23
23
25
25
30

23
23
25
25
30

25
30
30
30
33

25
30
30
30
33

32
35
36
36
36

Maximum Energy Allowed for Gravity Hammers (Ft. - Kips(b))

Pile Length

(ft.)

 

Wood Pile

 

 

Concrete Pile

Steel H-Pile

12" to 14"

16"

10
x 42

10
x 57

12
x 53

12
x 74

14
x 73

14
x 89

25' or less
26' to 40'
41' to 50'
51' to 65'
66' to 90'

25
25
25
(a)
(a)

34
34
34
(a)
(a)

36
36
36
(a)
(a)

28
32
38
35
35

28
35
38
38
38

28
35
42
38
38

35
38
42
42
42

35
38
42
42
42

42
45
48
48
50

Minimum Energy Required for Diesel Hammers (Ft. - Kips(b))

Pile Length
(ft.)

 

Wood Pile

 

 

Concrete Pile

Steel H-Pile

12" to 14"

16"

10
x 42

10
x 57

12
x 53

12
x 74

14
x 73

14
x 89

25' or less
26' to 40'
41' to 50'
>51' to 65'
66' to 90'

17
17
17
(a)
(a)

23
23
23
(a)
(a)

28
28
28
(a)
(a)

22
22
22
22
22

24
24
26
26
29

24
24
26
26
29

29
29
33
33
40

29
29
33
33
40

33
40
40
40
49

Maximum Energy Allowed for Diesel Hammers (Ft. - Kips(b))

Pile Length
(ft.)

 

Wood Pile

 

 

Concrete Pile

Steel H-Pile

12" to 14"

16"

10
x 42

10
x 57

12
x 53

12
x 74

14
x 73

14
x 89

25' or less
26' to 40'
41' to 50'

51’ to 65’

24
24
33
(a)

32
32
32
(a)

40
40
40
(a)

33
33
40
40

33
33
40
40

33
33
40
40

40
40
43
43

40
40
43
43

43
47
52
52

(a)     Wave equation analysis.

(b)     Ft. - Kips - 1,000 foot pounds.

For design nominal bearings resistances under 40 105 tons, minimum diesel hammer energies listed may be reduced by 20% for concrete pile and 10% for steel pile.

 

 

Table 2501.03-2 (Metric Units)
Energy Values For Gravity And Diesel Hammers

Minimum Energy Required for Gravity Hammers (kilojoules)

Pile Length
(meters)

 

 

Wood Pile

 

 

Concrete Pile

Steel H-Pile

305 mm
to
356 mm

406 mm

250 x
62

250 x
85

310 x
79

310 x
110

360 x
108

360 x
132

7.5 or less
7.6 to 12.0
12.1 to 15.0
15.1 to 20.0
20.1 to 28.0

20
20
20
(a)
(a)

34
34
34
(a)
(a)

37
37
37
(a)
(a)

31
31
34
34
41

31
31
34
34
41

31
31
34
34
41

34
41
41
41
45

34
41
41
41
45

43
47
49
49
49

Maximum Energy Allowed for Gravity Hammers (kilojoules)

Pile Length
(meters)

 

 

Wood Pile

 

 

Concrete Pile

Steel H-Pile

305 mm
to
356 mm

406 mm

250 x
62

250 x
85

310 x
79

310 x
110

360 x
108

360 x
132

7.5 or less
7.6 to 12.0
12.1 to 15.0
15.1 to 20.0
20.1 to 28.0

34
34
34
(a)
(a)

46
46
46
(a)
(a)

49
49
49
(a)
(a)

38
43
47
47
52

38
47
52
52
52

38
47
52
52
57

47
52
57
57
57

47
52
57
57
57

57
61
65
65
68

Minimum Energy Required for Diesel Hammers (kilojoules)

Pile Length
(meters)

 

 

Wood Pile

 

 

Concrete Pile

Steel H-Pile

305 mm
to
356 mm

406 mm

250 x
62

250 x
85

310 x
79

310 x
110

360 x
108

360 x
132

7.5 or less
7.6 to 12.0
12.1 to 15.0
15.1 to 20.0
20.1 to 28.0

23
23
23
(a)
(a)

31
31
31
(a)
(a)

38
38
38
(a)
(a)

30
30
30
30
30

33
33
35
35
39

33
33
35
35
39

39
39
45
45
54

39
39
45
45
54

45
54
54
54
66

Maximum Energy Allowed for Diesel Hammers (kilojoules)

Pile Length
(meters)

 

 

Wood Pile

 

 

Concrete Pile

Steel H-Pile

305 mm
to
356 mm

406 mm

250 x
62

250 x
85

310 x
79

310 x
110

360 x
108

360 x
132

7.5 or less
7.6 to 12.0
12.1 to 15.0
15.1 to 20.0
20.1 to 28.0

33
33
45
(a)
(a)

43
43
43
(a)
(a)

54
54
54
(a)
(a)

45
45
54
54
54

45
45
54
54
54

45
45
54
54
64

54
54
58
58
66

54
54
58
58
66

58
64
70
70
81

(a)     Wave equation analysis. For design nominal bearings resistances under 355 930 kN, minimum diesel hammer energies listed may be reduced by 20% for concrete pile and 10% for steel pile.

 

 

Table 2550.02-1: Fabric Form Minimum Property Requirements

Property

Test Method

Units

Armor Unit

Articulating Block Mat

Composition of Yarns

 

 

Nylon or Polyester

Nylon or Polyester

Mass Per Unit Area (double-layer)

ASTM D 5261

oz/yd2 (g/m2)

14 (470)

12 (403)

Thickness

ASTM D 5199

Mils (mm)

28 (0.7)

25 (0.6)

Mill Width

 

In (m)

76 (1.92)

76 (1.92)

Wide-Width Strip Tensile Strength

-Machine

 

ASTM D 4595

 

lbf/in (kN/m)

 

190 (33.2)

 

140 (24.5)

- Cross

ASTM D 4595

lbf/in (kN/m)

140 (24.5)

110 (19.3)

Elongation at Break

 - Machine

 

ASTM D 4595

%

20

20

 - Cross

ASTM D 4595

%

30

30

Trapezoidal Tear Strength

 - Machine

 

ASTM D 4533

 

lbf (N)

 

180 (800)

 

150 (665)

 - Cross

ASTM D 4533

lbf (N)

115 (510)

100 (445)

Apparent Opening Size (AOS)

ASTM D 4751

U.S. Std. Sieve (mm)

60 (0.250)

40 (0.425)

Flow Rate

ASTM D 4491

gal/min/ft2

(l/min/m2)

50 (2035)

90 (3665)

Notes:   

a.     Conformance of fabric to specification property requirements is based on ASTM D 4759.

b.     All numerical values represent minimum average roll values (i.e., average of test results from any sample roll in a lot shall meet or exceed the minimum values). Sample lots according to ASTM D 4354.

 

 

Table 2552.02-1: Class II Material

 

 

 

 

Percentage Passing Sieve Sizes

Class

Type

Soil Group

Symbol

ASTM

D 2487

Description

1˝ in.

(37.5 mm)

No. 4

(4.75 mm)

No. 200 (75 mm)

II

Coarse-Grained Soils, clean

GW

Well-graded gravels and gravel-sand mixtures; little or no fines

100%

‹50% of “Coarse Fraction”

‹5%

GP

Poorly-graded gravels and gravel-sand mixtures; little or no fines.

SW

Well-graded sands and gravelly sands; little or no fines.

›50% of “Coarse Fraction”

SP

Poorly-graded sands and gravelly sands; little or no fines.

Coarse-Grained Soils, borderline clean to with fines

e.g. GW-GC, SP-SM

Sands and gravels which are borderline between clean and with fines.

100%

Varies

5% to 12%

 

 

Table 2552.02-2: Class III Material

 

 

 

 

Class

Type

Soil Group

Symbol

ASTM

D 2487

Description

III

Coarse-Grained Soils, with fines

GM

Silty gravels, gravel-sand-silt mixtures.

GC

Clayey gravels, gravel-sand-clay mixtures.

SM

Silty sands, sand-silt mixtures.

SC

Clayey sands, sand-clay mixtures.

 

 

Table 2552.02-3: Class IVA Material

 

 

 

 

Class

Type

Soil Group

Symbol

ASTM

D 2487

Description

IVA

Fine-Grained Soils (inorganic)

ML

Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, silts with slight plasticity.

CL

Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clay, lean clays.

 

 

Table 2552.02-4: Class IVB Material

 

 

 

 

Class

Type

Soil Group

Symbol

ASTM

D 2487

Description

IVB

Fine-Grained Soils (inorganic)

MH

Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts.

CH

Inorganic clays of high plasticity, fat clays.

 

 

Table 2552.02-5: Class V Material

 

      

 

 

 

Class

Type

Soil Group

Symbol

ASTM

D 2487

Description

V

Organic Soils (Unsuitable for backfill)

OL

Organic silts and organic silty clays of low plasticity.

 

 

OH

Organic clays of medium to high plasticity, organic silts.

Highly Organic (Unsuitable for backfill)

PT

Peat and other high organic soils.

 

 

AGGREGATE GRADATION TABLE - ENGLISH

Grad. No.

Section No.

Std. Sieve Sz.

1 1/2”

1.00”

3/4”

1/2”

3/8”

4

8

30

50

100

200

 

Intended Use

Percent Passing

Notes

1

4110, 4125, 4133, 4134

PCC FA, Cover Agg.

 

 

 

 

100

90-100

70-100

10-60

 

 

0-1.5

1

2

4112

PCC Intermediate

 

 

 

95-100

 

 

0-10

 

 

 

 

 

3

4115 (57, 2-8), 4118

PCC CA

100

95-100

 

25-60

 

0-10

0-5

 

 

 

0-1.5

2, 10

4

4115 (2-8)

PCC CA

100

50-100

30-100

20-75

5-55

0-10

0-5

 

 

 

0-1.5

10

5

4115 (67, 2-8)

PCC CA

 

100

90-100

 

20-55

0-10

0-5

 

 

 

0-1.5

10

6

4115.06 (Repair & Overlay)

PCC CA

 

 

100

97-100

40-90

0-30

 

 

 

 

0-1.5

10

7

4117 (Class V)

PCC FA & CA

100

 

 

 

 

80-92

60-75

20-40

 

 

 

 

8

4117.03 (Class V)

Fine Limestone

 

 

 

 

100

90-100

 

 

 

 

0-30

 

10

4119, 4120.02, 4120.03 (C gravel)

Granular Surface

 

 

100

 

 

50-80

25-60

 

 

 

 

3, 11

11

4119, 4120.02, 4120.04, 4120.05, 4120.07,

(A, B Cr. St.)

Granular Surface & Shoulder

 

100

95-100

70-90

 

30-55

15-40

 

 

 

6-16

4, 5, 11

12a

4121 (Cr. St.)

Granular Subbase

100

 

 

40-80

 

 

5-25

 

 

 

0-6

6, 11

12b

4121 (Cr. Gravel)

Granular Subbase

100

 

 

50-80

 

 

10-30

 

5-15

 

3-7

7, 11

13

4122.02 (Cr. St.)

Macadam St. Base

3” nominal maximum size screened over 3/4” or 1.00” screen.

 

14

4123

Modified Subbase

100

 

70-90

 

 

 

10-40

 

 

 

3-10

5, 7, 11

19

4125 (1/2”) Cr. Gr. or Cr. St.)

Cover Aggregate

 

 

100

97-100

40-90

0-30

0-15

 

 

 

0-2

11

20

4125 (1/2” Scr. Gr.)

Cover Aggregate

 

 

100

95-100

40-80

0-15

0-7

 

 

 

0-1.5

11

21

4125 (3/8”)

Cover Aggregate

 

 

 

100

90-100

10-55

0-20

0-7

 

 

0-1.5

11

22

4124

Fine Slurry Mixture

 

 

 

 

100

85-100

40-95

20-60

14-35

10-25

5-25

9, 11

23

4124 (Cr. St.)

Coarse Slurry Mixture

 

 

 

 

100

70-90

40-70

19-42

 

 

5-15

11

29

4131

Porous Backfill

 

 

100

95-100

50-100

0-50

0-8

 

 

 

 

11

30

4132.02 (Cr. St.)

Special Backfill

100

 

 

 

 

 

10-40

 

 

 

0-10

5, 11

31

4132.03 (Gravel)

Special Backfill

 

100

90-100

75-100

 

 

30-55

 

 

 

3-7

11

32

4133 (Sand/Gr./Cr. St.)

Granular Backfill

100% passing the 3” screen

10-100

 

 

 

0-10

8, 11

35

4134 (Natural Sand/Gr.)

Floodable Backfill

100

 

 

 

 

 

20-90

 

 

 

0-4

11

36

4134 (Natural Sand)

Floodable Backfill

 

 

 

 

 

100

100

 

 

 

0-2

11

 

Notes:  (Gradations No. 9, 15, 16, 17, 18, 24, 25, 26, 27, 28, 33, and 34 have been deleted)

 

1.     For Section 4110, when the fine aggregate is sieved through the following numbered sieves - 4, 8, 16, 30, 50, and 100 - no more than 40% shall pass one sieve and be retained on the sieve with the next higher number.

 

2.     When used in precast and prestressed concrete bridge beams, 100% shall pass the 1.00" sieve. When used for pipe bedding the No. 200 restriction does not apply.

 

3.     When compaction of material is a specification requirement, the minimum percent passing the No. 200 sieve is 6%.

 

4.     See specifications for combination of gravel and limestone.

 

5.     Unwashed air dried samples of crushed composite material shall be tested for gradation compliance except that no gradation determination will be made for material passing the No. 200 sieve.

 

6.     The gradation requirement for the No. 8 sieve shall be 5% to 20% when recycled material is supplied.

 

7.     For Section 4121 gravel, one fractured face on 30% or more of the particles retained on the 3/8 inch sieve. For Section 4123 gravel, one fractured face on 75% or more of the particles retained on the 3/8 inch sieve.

 

8.     Crushed stone shall have 100% passing the 1˝” sieve.

 

9.      Gradation limitations for the 30, 50, and 100 sieves shall not apply when slurry mixture is applied by hand lutes, such as for slurry leveling.

 

10.   Maximum of 2.5% passing the No. 200 sieve allowed if for crushed limestone or dolomite when documented production is 1% or less.

 

11.  When Producer gradation test results are used for acceptance, test results representing at least 90% of the material being produced shall be within the gradation limits and the average of all gradation results shall be within the gradations limits. Stockpiled material not meeting the criteria may, at the District Materials Engineer’s discretion, be resampled using Materials I.M. 301 procedures. One hundred percent of the stockpile quality control and verification test results shall be within the gradation limits.

 

 

AGGREGATE GRADATION TABLE - METRIC

Grad. No.

Section No.

Std. Sieve Sz.

37.5

mm

25

mm

19 mm

12.5mm

9.5

mm

4.75

mm

2.36

mm

600

μm

300

μm

150

μm

75

μm

 

Intended Use

Percent Passing

Notes

1

4110, 4125, 4133, 4134

PCC FA, Cover Agg.

 

 

 

 

100

90-100

70-100

10-60

 

 

0-1.5

1

2

4112

PCC Intermediate

 

 

 

95-100

 

 

0-10

 

 

 

 

 

3

4115 (57, 2-8), 4118

PCC CA

100

95-100

 

25-60

 

0-10

0-5

 

 

 

0-1.5

2, 10

4

4115 (2-8)

PCC CA

100

50-100

30-100

20-75

5-55

0-10

0-5

 

 

 

0-1.5

10

5

4115 (67, 2-8)

PCC CA

 

100

90-100

 

20-55

0-10

0-5

 

 

 

0-1.5

10

6

4115.06 (Repair & Overlay)

PCC CA

 

 

100

97-100

40-90

0-30

 

 

 

 

0-1.5

10

7

4117

(Class V)

PCC FA & CA

100

 

 

 

 

80-92

60-75

20-40

 

 

 

 

8

4117.03 (Class V)

Fine Limestone

 

 

 

 

100

90-100

 

 

 

 

0-30

 

10

4119, 4120.02, 4120.03 (C gravel)

Granular Surface

 

 

100

 

 

50-80

25-60

 

 

 

 

3, 11

11

4119, 4120.02, 4120.04, 4120.05, 4120.07

(A, B Cr. St.)

Granular Surface & Shoulder

 

100

95-100

70-90

 

30-55

15-40

 

 

 

6-16

4, 5, 11

12a

4121 (Cr. St.)

Granular Subbase

100

 

 

40-80

 

 

5-25

 

 

 

0-6

6, 11

12b

4121 (Cr. Gravel)

Granular Subbase

100

 

 

50-80

 

 

10-30

 

5-15

 

3-7

7, 11

13

4122.02 (Cr. St.)

Macadam St. Base

75 mm nominal maximum size screened over 19 mm or 25 mm screen.

 

14

4123

Modified Subbase

100

 

70-90

 

 

 

10-40

 

 

 

3-10

5, 7, 11

19

4125 (12.5mm Cr. Gr. or Cr. St.)

Cover Aggregate

 

 

100

97-100

40-90

0-30

0-15

 

 

 

0-2

11

20

4125 (12.5mm Scr. Gr.)

Cover Aggregate

 

 

100

95-100

40-80

0-15

0-7

 

 

 

0-1.5

11

21

4125 (9.5mm)

Cover Aggregate

 

 

 

100

90-100

10-55

0-20

0-7

 

 

0-1.5

11

22

4124.02B

Fine Slurry Mixture

 

 

 

 

100

85-100

40-95

20-60

14-35

10-25

5-25

9, 11

23

4124.02B (Cr. St.)

Coarse Slurry Mixture

 

 

 

 

100

70-90

40-70

19-42

 

 

5-15

11

29

4131

Porous Backfill

 

 

100

95-100

50-100

0-50

0-8

 

 

 

 

11

30

4132.02 (Cr. St.)

Special Backfill

100

 

 

 

 

 

10-40

 

 

 

0-10

5, 11

31

4132.03 (Gravel)

Special Backfill

 

100

90-100

75-100

 

 

30-55

 

 

 

3-7

11

32

4133 (Sand/Gr./Cr. St.)

Granular Backfill

100% passing the 76.2 mm screen

10-100

 

 

 

0-10

8, 11

35

4134 (Natural Sand/Gr.)

Floodable Backfill

100

 

 

 

 

 

20-90

 

 

 

0-4

11

36

41334 (Natural Sand)

Floodable Backfill

 

 

 

 

 

100

100

 

 

 

0-2

11

 

Notes:  (Gradations No. 9, 15, 16, 17, 18, 24, 25, 26, 27, 28, 33, and 34 have been deleted)

1.     For Section 4110, when the fine aggregate is sieved through the following numbered sieves - 4.75 mm, 2.36 mm, 1.18 mm, 600 μm, 300 μm, and 150 μm - not more than 40% shall pass one sieve and be retained on the sieve with the next higher number.

 

2.     When used in precast and prestressed concrete bridge beams, 100% shall pass the 25 mm sieve. When used for pipe bedding the 75µm restriction does not apply.

 

3.     When compaction of material is a specification requirement, the minimum percent passing the 75 μm sieve is 6%.

 

4.     See specifications for combination of gravel and limestone.

 

5.     Unwashed air dried samples of crushed composite material shall be tested for gradation compliance except that no gradation determination will be made for material passing the 75 μm sieve.

 

6.     The gradation requirement for the 2.36 mm sieve shall be 5% to 20% when recycled material is supplied.

 

7.     For Section 4121 gravel, one fractured face on 30% or more of the particles retained on the 9.5 mm sieve. For Section 4123 gravel, one fractured face on 75% or more of the particles retained on the 9.5 mm sieve.

 

8.     Crushed stone shall have 100% passing the 37.5 mm sieve.

 

9.     Gradation limitations for the (600 μm, 300 μm, and 150 μm) sieves shall not apply when slurry mixture is applied by hand lutes such as for slurry leveling.

 

10.  Maximum of 2.5% passing the 75 μm sieve allowed for crushed limestone or dolomite when documented production is 1% or less.

 

11.  When Producer gradation test results are used for acceptance, test results representing at least 90% of the material being produced shall be within the gradation limits and the average of all gradation results shall be within the gradations limits. Stockpiled material not meeting the criteria may, at the District Materials Engineer’s discretion, be resampled using Materials I.M. 301 procedures. One hundred percent of the stockpile quality control and verification test results shall be within the gradation limits.

 

THEORETICAL RATE OF EVAPORATION CHART (English Units)

 

 

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THEORETICAL RATE OF EVAPORATION CHART (Metric Units)

   

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