GENERAL NOTES - Indiana...2 See Table on Standard Drawing E 610-PRAP-09 for additional pay 1 See Standard Drawing E 610-PRAP-04 for Table of Values. NOTES: 44' 50 ' 44 ' 0' A A α

Design Year AADT

DESIGN SPEED

2-Lane Arterial or Collector

2-Lane Local Road

Incoming Slope

Outgoing Slope

Incoming Slope

Outgoing Slope

< 6000

10:1

4:1

10:1

4:1

6:1

4:1

10:1

4:1

6:1

4:1

6:1

4:1

10:1

4:1

6:1

4:1

4:1

4:1

50 mph>High, 45 mph

Min.

6'-0"

Min.

6'-0"

Slope 4%

SECTION A-A MINIMUM PAVEMENT SECTION

Slope 2% Slope 2% Slope 4%

Variable Width

Approach Pavement

1

LEGEND

1

4

Aggregate No. 53)

Subgrade Treatment Type II (6" Coarse

6" Compacted Aggregate No. 53, on

275 lbs/syd HMA Intermediate, Type B, on

165 lbs/syd HMA Surface, Type B, on

HMA for Approaches, Type B, consisting of:

45' Taper 45' Taper

45' T

aper

L

4.2'

11.37'

PUBLIC ROAD APPROACH TYPE A

40'R 40

'R

Edge of Travel Lane

Shoulder Break

11.3

7'

ββ

Rate of Transition 10:1

Earth Shoulder

Earth Shoulder

Direction of Traffic


VariableVariable

U Y

X

M

N

in Plac

eWidth

of Surf

ace

4.2'

Mainline

Shoulder Break

3

PAY LIMITS

Total Approach Area1

3

2

E 610-PRAP-02

INDIANA DEPARTMENT OF TRANSPORTATION

STANDARD DRAWING NO.

DATECHIEF ENGINEER

DATEDESIGN STANDARDS ENGINEER

TYPE A

PUBLIC ROAD APPROACH

SEPTEMBER 2019

elsewhere in the plans.

public road, the required pavement section shall be as shown

If the AADTT (Trucks Class IV and above) is greater than 50 on the 4

HMA for Approaches.

same section as the approach and will be included in the pay limits for

If the existing pavement is asphalt, the transition area shall be the 3

limits details.

See Table on Standard Drawing E 610-PRAP-09 for additional pay 2

See Standard Drawing E 610-PRAP-04 for Table of Values.1

NOTES:

44'50'

44'

50'

A

A

α

S

W

b

a

5/2/2019

6/5/2019

Slope 4%

SECTION A-A MINIMUM PAVEMENT SECTION

Slope 2% Slope 2% Slope 4%

Slope 4%

SECTION B-B

Variable Width

Approach Pavement

Varies

Section

Approach Pavement

1

1

6'-0" Min.

1

LEGEND

(Typ.)

1'-0"

1'-0"

1'-0"

4

6'-0" Min.

6'-0" Min.

Aggregate No. 53)

Subgrade Treatment, Type II (6" Coarse





Compacted Aggregate

5

5

5

45' T

aper

L

Edge of Travel LaneU

S

X

in Plac

eWidth

of Surf

ace

40'R40

'R

N

M

A

A

B

B

Rate of transition 10:1

11'

10'

11'

10'

11'

40' TaperY

4.2'

11'

4.2'

11.2

7'

Asphalt Shoulder Asphalt Shoulder

Direction of Trafficβ

α

45'

Shoulder Break Line Shoulder Break Line

PUBLIC ROAD APPROACH TYPE B

1Total Approach Area

b

PAY LIMITS2

a

Rate of transition 10:1

3

3

7

7

E 610-PRAP-03



DATECHIEF ENGINEER


TYPE B


SEPTEMBER 2019

HMA for Approaches.



shoulder is the same as the approach pavement.

The cross hatch shoulder area indicates the limits where the 6.

be 6'-0", which ever is larger.

The minimum shoulder width should match the existing public road or 5




Match existing shoulder width. Minimum width is 2'-0".3

See Standard Drawing E 610-PRAP-09 for pay limits details.2


NOTES:

44'

50' 44'

50'

W

Z

11.27'

5/2/2019

6/5/2019

21.44

18.63

20.72

20.02

19.32

23.62

22.88

22.16

24.36

26.63

25.86

25.10

29.79

28.99

28.19

30.61

27.41

45.61

46.70

42.47

44.54

43.50

47.81

51.30

48.95

50.11

35.77

36.68

34.88

40.47

41.46

37.60

39.50

38.64

31.44

32.28

34.00

33.14

52.51

55.02

53.75

110 108.87

107.48

106.12

104.80

103.50

102.24

101.00

99.79

98.60

97.44

96.30

95.18

94.09

84.15

95.31

91.49

91.96

93.10

94.01

99.36

85.55

84.42

87.87

86.70

85.07

83.30

83.24

96.63

97.98

90.26

89.05

92.74

86.96

87.92

86.00

88.90

90.92

89.90

(ft)

W=20 W=24W=22

109.23

(ft) (ft) (ft) (ft) (ft) (ft)

88.96

87.96

86.97

89.97

91.01

86.00

85.05

102.51

100.02

101.25

98.81

97.63

107.82

106.45

103.79

105.10

96.47

95.34

94.23

93.13

92.06

98.26

99.66

96.90

83.37

84.51

85.65

83.19

84.12

86.82

92.95

94.24

95.56

91.68

88.01

89.21

90.44

108

109

106

107

105

104

98

99

100

101

102

103

97

94

95

96

93

90

91

92

89

86

87

88

82

83

84

81

78

79

80

85

77

75

76

74

73

(˚)

TYPE A TYPE B

104.48

109.60

105.41

108.17

106.77

96.65

95.50

100.25

99.02

97.83

101.50

102.77

92.17

93.26

94.37

86.00

86.99

87.99

84.08

89.01

90.04

91.10

85.04

83.44

83.14

84.59

94.47

88.15

86.94

85.76

89.37

93.16

91.88

90.61

98.55

97.17

95.81

99.97

93.01

94.09

95.18

91.96

96.30

91.01

89.97

89.01

87.99

90.04

91.10

87.96

88.96

97.44

102.51

102.25

98.60

102.24

101.00

99.79 100.02

99.02

100.25

96.65

97.8397.63

98.81

101.50

102.77

106.12

107.48 107.82

104.80

109.60109.23108.87

105.41

103.79 104.08103.50

105.10

106.45 106.77

108.17

95.5095.34

96.47

93.13

94.23

92.17

93.26

94.37

87.92

92.06

90.92

88.90

89.90

91.09

92.20

93.33

90.00

88.93

94.47

100.51

101.78

103.08

99.26

95.64

96.82

98.0397.90

96.72

95.55

99.11

102.89

101.61

100.35

94.40

88.94

90.00

93.27

92.16

91.07

104.20

110.00

111.47

108.55

104.41

105.76

107.14

108.29

106.89

105.53

109.71

111.16

96.61

97.78

98.97

95.46

92.13

93.22

94.33

100.19

106.64

108.02

110.86

109.42

105.30

101.43

102.69

103.96

88.96

91.06

90.00

65.23

52.51

53.75

55.02

51.30

50.11

61.74

62.88

64.04

60.64

34.84

34.28

33.74

35.40

33.20

10.70

10.94

11.19

11.42

11.66

4.33

3.72

4.17

4.02

3.86

40.47

41.46

42.47

39.50

37.60

38.64

47.81

48.95

46.70

43.50

44.54

45.81

49.20

50.04

58.51

59.56

50.90

51.78

55.49

56.48

57.48

54.54

52.68

53.60

40.31

39.66

39.02

38.39

37.77

40.98

43.05

42.35

41.66

37.16

36.56

35.9810.46

9.76

9.99

10.23

9.54

8.87

9.09

8.65

8.01

8.22

8.44

9.31

5.15

4.98

4.49

4.65

4.81

5.35

5.50

5.68

6.41

5.86

6.04

6.22

33.14

34.00

34.88

32.28

29.79

30.61

31.44

35.77

36.68

28.99

20.72

21.44

22.16

22.88

26.63

27.41

28.19

25.86

23.62

24.36

25.10

46.00

46.78

47.57

48.38

39.02

39.66

40.31

38.39

36.56

37.16

37.77

40.98

44.50

45.24

43.77

41.66

42.35

43.05

34.84

35.40

35.98

56.48

57.48

55.49

53.60

54.54

61.74

58.51

59.56

60.64

46.78

47.57

48.38

45.24

43.77

44.50

51.78

52.68

50.90

49.20

50.04

46.00

6.99

6.80

6.22

6.41

6.60

7.39

7.60

7.80

7.19

6.04

5.86

5.68

4.17

4.33

5.15

5.35

5.50

4.98

4.49

4.65

4.81

9.54

9.76

9.99

9.09

9.31

10.94

10.70

10.23

10.46

7.39

7.60

6.99

7.19

6.80

6.60

7.80

8.44

8.65

8.87

8.01

8.22

616.04

612.10

608.39

620.23

629.37

624.67

604.91

662.26

657.68

653.34

667.10

634.32

677.37

672.20

649.25

634.83

630.82

627.04

639.10

653.40

648.37

643.61

658.70

664.28639.55

683.22

689.15

695.38670.14645.05

497.30

502.33

507.60

492.50

483.57

487.92

531.19

513.11

518.88

524.90

567.78

574.51

543.25

537.15

555.13

561.32

531.30

549.63

584.87556.20

525.70

527.91

532.88

549.20

515.24

520.35 543.52

505.69

510.35

538.06

517.24

512.04

522.67

534.24

528.34

611.56

609.12

606.89

614.21

583.45

620.17

617.08

604.88

632.29

629.58

627.07

635.23

603.07

641.78

638.39

584.99

623.49

590.86

588.70

586.74

593.24

601.66

598.63

595.83

630.80

635.65

640.72

626.18

600.93

605.04

609.37

646.03

657.42

662.81

668.43

652.27

651.58

657.37

647.34

597.03

593.33

606.29

609.85589.85

624.79

622.71

586.57

613.61

642.64

617.58

621.77

638.16

626.01

629.85

633.90

645.40

618.70

623.70

628.93

613.92

646.07

640.11

652.78

634.40

665.50

658.75

679.82

672.52

674.30

517.79

506.44

511.99

523.84 546.80

540.39

501.11

486.49

482.05

497.75

507.06

496.02

491.15

502.30

730.72

722.68

669.69

663.40 686.78

676.24

680.42

690.16

683.06

693.41

705.21

697.54

700.31

707.48

714.94

464.93

468.25

471.77

461.80

453.57

456.12

458.87

475.49

479.42

451.20

466.00

461.88

457.95

470.34

484.65

479.66

474.89

454.22

445.18

447.01

449.01

443.54

450.69

447.35

444.20

489.87

473.19

495.91

499.20

492.83

489.94

468.12

470.56

502.68

510.24

514.34

518.64

506.36

476.01

479.02

482.21

487.23

469.96

481.60

485.34

473.79 493.41

489.27

477.82

466.32

463.80

484.72465.87

461.91

462.79

480.26

482.40

501.01

495.32

523.16501.26

497.03

485.62

489.22

493.02

110

108

109

106

107

105

104

98

99

100

101

102

103

97

95

96

(˚)

94

93

90

91

92

89

86

87

88

82

83

84

81

78

79

80

85

77

75

76

74

73

W=20 W=24W=22 W=20 W=24W=22 W=20 W=24W=22

TYPE A TYPE Bβ βU S M X Y NTOTAL APPROACH AREA

11.63

11.71

11.57

11.44

11.50

11.21

11.25

11.29

11.17

11.08

11.11

11.14

11.34

11.39

11.03

11.02

11.01

11.04

11.11

11.08

11.06

11.00

11.03

11.04

11.06

11.02

11.00

11.00

11.01

11.14

11.50

11.25

11.21

11.17

11.29

11.44

11.39

11.34

Z

(ft)

100.76

103.66

102.20 102.54

101.08

104.0370

71

72

102.88

101.41

104.39 116.10115.73

112.33

113.83

115.37

112.98

114.52114.17

112.65 20.02

18.63

19.32

34.28

33.20

33.74

62.88

64.04

65.23

3.86

4.02

3.72

11.42

11.18

11.66 730.07703.54

695.32

687.42530.14 553.47

560.42536.71

543.55 567.64 756.76

739.08

747.75

713.18

721.46

506.96

513.16

519.62 70

71

72

11.71

11.63

11.57

(ft) (ft) (ft) (ft) (ft)

L

11.71

(sys) (sys) (sys) (sys) (sys) (sys)

E 610-PRAP-04



DATECHIEF ENGINEER


TABLE OF VALUES

TYPE A & TYPE B


SEPTEMBER 2019

β = INTERSECTION CONTROL ANGLE

tangent on the intersecting road to which the vehicle turns.

which a vehicle approaches the intersecting road to the corresponding

toward making a right hand turn. It is measured from the tangent on

The angle through which a vehicle travels on the public road approach

= ANGLE OF TURNα

LEGEND:

Mainline Traffic

Direction ofα

β α180˚ - β =

special design will be required.

If intersection control angle is less than 70˚ or greater than 110˚ a 3.

Type B.

See Standard Drawing E 610-PRAP-03 for Public Road Approach2.

Type A.


NOTES:

5/2/2019

6/5/2019

Slope 4% Slope 2%Slope 2%

LEGEND

Slope 4%

1

Variable Width

Approach Pavement

SECTION A-A MINIMUM PAVEMENT SECTION Slope 4%

Varies

SECTION B-B

Section

Approach Pavement

6'-0" Min.

1

1

(Typ.)

1'-0"

6'-0" Min.

6'-0" Min.

1'-0"

1'-0"

Compacted Aggregate

Aggregate No. 53)

Subgrade Treatment, Type II (6" Coarse





3M4

16

15M

16

15M

3M4

7M

1615

M

4

16

3M

M 7M

16

15

M16

43M

4.2'

8

C

8

C

8

C

8

C

8

C

8

C

40'R40'R

8

C

8

C

8

C

8

C

8

C

M

PUBLIC ROAD APPROACH TYPE C

PAY LIMITS

A


Edge of Pavement

B


Edge of Paved Mainline Shoulder

12'

6'

β

45' T

aper

Auxiliary Lane Area

4.2'

YVU

Width of Surface in Place

Variable

Right Turn Lane

a

100' Taper100' Taper

40' Taper40' Taper

11.27'

40' T

aper

170' Taper

Min.

24'

X

L

S

B

A

Partial Length of Auxiliary Lane

Total Approach Area

α

M=

Mid-Ordinate

b

See Table A

Length of Right Turn LaneD

Edge of Pavement

1

1

3

9

4

5

2

3

3

3

A

Shoulder Break

Shoulder Break

exculdes partial auxiliary lanes)

Total area=777.19' sys (Area

U=52.74' V=24.37'

S=53.54' Y=35.91'

L=111.23' X=33.35'

Intersection control angle β=100°EXAMPLE FOR TYPE D, W=24'

E 610-PRAP-05



DATECHIEF ENGINEER


TYPE C


SEPTEMBER 2019

for HMA for Approaches.

same section as the approach and will be included in the pay limits




be 6'-0" which ever is larger.






The pavement section for the auxiliary lane shall be as detailed 5

See Standard Drawing E 610-PRAP-09 for additional pay limit details.4

See Standard Drawing E 610-PRAP-06 for Table Values.3

See Standard Drawing E 610-PRAP-01 for Table A.2

Match existing shoulder width. Minimum width is 2'-0".1

NOTES:

77

7

6

8

C

8

C

8

C8

C

C = Chord Rt.

8

CC = Chord Lt.

B


M

M

7M16

5/2/2019

6/5/2019

110


108

109

106

107

105

104

98

99

100

101

102

103

97

94

95

96

93

90

91

92

89

86

87

88

82

83

84

81

78

79

80

85

77

75

76

74

73

(˚)

β L

70

71

72

97.45

96.09

94.75

93.44

100.25

101.70

87.22

88.42

86.03

84.86

92.15

90.89

89.64

98.83

104.68

103.17

88.51

89.70

85.09

83.98

86.21

87.35

95.97

99.74

99.29

90.90

92.13

94.66

93.38

81.46

80.35

83.71

82.58

81.83

80.77

82.90

77.12

78.19

79.74

78.71

US X Y V Part. AreaLane

Auxiliary

(˚)

βGap

Shoulder

(ft) (ft) (ft) (ft) (ft)

Lt. Lt.Rt. Rt.

Chord M

Total

Areas

Approach

32.0225.35

25.98 58.39 24.7332.56 48.09

56.36 24.5433.67 45.8927.27

24.6357.3746.9833.1126.62

61.6351.58 25.1030.98

24.72 31.50

24.10

23.49 52.8030.46

59.4549.23 24.85

24.9750.39 60.52

36.60 40.7430.62 51.67 24.18

24.3035.3929.93 53.4841.73

37.2131.32 50.7939.77

37.84 38.8132.03

24.13

27.92

24.37

34.23 55.3844.82 24.45

24.3053.48

34.8128.58 54.4243.77

35.39 42.7429.26

62.76

25.5455.31 65.1229.4622.28

22.88

25.24

29.96 63.9254.04 25.38

49.93

24.5437.6645.96 24.6050.63

24.45

24.73

51.53 23.8646.93 37.06 24.63

26.88 39.5543.19 48.03 24.30

24.2440.2142.30 27.6647.20

44.09 26.1148.88

25.35 38.2845.02 49.74

38.91 24.37

36.46

52.07 20.2656.39

19.56 33.6453.17 57.44

34.18 25.24

25.5433.1054.29 18.8658.51

25.38

24.85

47.91 23.3152.46

22.40 35.8848.92 53.41

20.96 34.7450.99 55.37 25.10

24.9735.3049.94 21.6854.38

24.0046.67

39.8034.21 47.4636.04

40.48 35.1434.96

45.1333.40 24.00

24.0041.1635.72 45.8934.26

24.0649.0932.75 37.8738.48

24.09

24.01

39.13 36.9533.47 48.27 24.03

41.87

40.57

39.72

45.60 24.1329.24 41.55

44.82 42.2430.05 24.09

40.8728.45 24.1846.3941.42

37.28

36.50

42.58 24.0132.54 44.39

24.0630.87 42.9444.06

43.6631.70 24.0343.32

38.90

38.08

47.57 49.77322.45

47.00322.79 7.6350.32

51.11

52.67

8.687.84

8.4748.13322.14 8.0549.22

49.678.90

138.00

141.00

315.25

135.11

132.22

315.03

315.51

316.60

316.18

150.67

315.82

147.44

144.11

121.44

314.65

314.68

118.89

314.87

314.75

314.75

314.86

129.44

126.67

124.00

314.67

154.11 317.06

116.44

88.00

89.73

321.94

322.8786.31

105.22

107.33

316.21

103.11

101.00

316.63

315.85

315.04

315.26

114.11

315.53

111.78

109.56

319.53

95.17

93.32

320.27

321.08

91.50

317.63

317.11

99.00

318.21

318.84

97.11

322.83 38.7557.53 12.21

57.04 39.36322.48 11.96

91.445.01

5.18 87.44

95.894.67

4.84 93.00

12.71323.66 37.5258.49

12.4658.01 38.14323.22

40.57 11.46321.88 56.06

321.65 41.1755.56

84.895.35

5.53 82.33

11.71322.16 39.9756.55

108.604.04

4.19 105.27

13.75325.81 35.0460.36

327.15 33.7861.27 14.28

60.82 34.41326.46 14.01

115.633.74

3.89 112.05

36.91 12.97324.13 58.97 4.51

4.3513.23

98.94

102.05

35.66 13.49325.21 59.90

324.65 59.44

11.22

50.87 46.43321.15

62.897.22

7.42 61.00

45.28 64.787.0251.94321.01

51.41321.06 45.86

321.63 48.1149.24 8.47

48.68 48.67321.87 8.26

55.788.04

8.25 54.22

59.227.63

7.83 57.44

8.91321.27 46.9950.33

8.6949.78 47.56321.44

321.28

10.5042.95 73.006.2554.03321.15

321.44

79.895.70

55.05

10.74 6.0754.54 42.36 75.22

10.9841.77 77.445.88

6.83 66.6744.70

68.6744.1252.99 6.6310.03

52.47320.99

321.06 53.51 6.44 70.7843.54 10.27

321.01

415.67

420.11

411.56

434.44

429.44

424.67

400.11

404.89

402.33

396.33

403.56

407.44

399.89

439.47

465.28

466.70

419.89

416.56

423.56

407.56

410.33

413.33

444.39

454.24

449.20

439.79

431.22

427.22

435.44

6.45 10.2643.55 53.50 41.78

6.6452.98 42.89

325.69

324.56 6.83 9.8044.72 52.46

44.14325.11

327.70 41.78 189.675.8955.04 38.2210.97

6.2654.02 40.5610.5042.97326.32

185.22326.99 42.37 10.73 39.4454.53 6.07

44.22

46.789.357.23323.60 51.3945.87

7.0351.93 45.569.5745.29324.06

46.44 50.86323.18 7.43 9.12 48.22

194.22

180.89

203.89

199.00 325.69

324.61

326.83

323.60

320.92

322.65

321.76

161.22

157.56

318.13

317.57

318.75

320.14

176.78

172.67

319.42

164.89

168.67

330.12 39.98 11.70 35.1156.54 5.35

37.1111.215.71328.46 55.5541.18

5.5356.05 36.1111.4640.58329.27

502.56

510.18

488.11

495.22

518.11

481.22

474.67

450.33

444.78

468.22

456.11

462.11

98

99

100

101

102

97

94

95

96

93

90

91

92

89

86

87

88

82

83

84

81

78

79

80

85

77

75

76

74

73

70

71

72

110

108

109

106

107

105

104

103

A B D

(sys) (sys) (sys) (sys)

36.29

9.80

9.58

79.26 9.35

9.13

10.03

E 610-PRAP-06



DATECHIEF ENGINEER


SEPTEMBER 2019

TABLE OF VALUES

TYPE C







= ANGLE OF TURNα

LEGEND:

Mainline Traffic

Direction ofα

β α180˚ - β =



Type C.


NOTES:

5/2/2019

6/5/2019

Slope 4% Slope 2%Slope 2%

LEGEND

Slope 4%

1

Variable Width

Approach Pavement

SECTION A-A MINIMUM PAVEMENT SECTION Slope 4%

Varies

SECTION B-B

6

Section

Approach Pavement

6'-0" Min.

1

(Typ.)

1'-0"

6'-0" Min.

6'-0" Min.

1'-0"

1'-0"

1

Subgrade Treatment, Type II (6" Coarse Aggregate No. 53)





3M4

16

15M

16

15M

3M4

7M16

7M

4

163M

A

B


40' T

aper

8

C 8

C 8

C 8

C 8

C 8

C 8

C 8

C

15.75'

Min.

24'

80' Taper80' Taper

β

B

β

8

C40'

R

B

1615M

7M

16

4

3M

PUBLIC ROAD APPROACH TYPE D

8

C8

C8

C8

C8

C

15M

16

40' Taper

11.58'

100' Taper100' Taper

Edge of Pavement

6'

12'

60' Taper

40'R

80' T

aper

A

15.75'

B

Width of Surface in Place

X

L

S

YVU

Shoulder

Edge of Paved Mainline

Partial Length of Auxiliary Lane

α

D

See Table A

Length of Right Turn Lane

PAY LIMITS

Variable

Right-Turn Lane

b

Auxiliary Lane Area

Total Approach Area3

4

B

5

2

3

A

3

3

Shoulder BreakShoulder Break


excludes partial auxiliary lanes)

Total area=777.19' sys (Area

U=52.74' V=24.37'

S=53.54' Y=35.91'

L=111.23' X=33.35'

Intersection control angle β=100°EXAMPLE FOR TYPE D, W=24'

E 610-PRAP-07



DATECHIEF ENGINEER


TYPE D


SEPTEMBER 2019

HMA for Approaches .





be 6'-0" which ever is larger.


in the plans.

public road, the required pavement section shall be shown elsewhere



The pavement section for the auxiliary lane shall be as detailed 5

See Standard Drawing E 610-PRAP-09 for pay limits details.4


See Standard Drawing E 610-PRAP-01 for Table A.2

Match existing shoulder width. Minimum width is 2'-0"1

NOTES:

7

77

8

C8

C

11.58'

C = Chord R

t.

C = Chord Lt.

7M16

11


M

M=

Mid-Ordinate

M

5/29/2019

6/5/2019

110


108

109

106

107

105

104

98

99

100

101

102

103

97

94

95

96

93

90

91

92

89

86

87

88

82

83

84

81

78

79

80

85

77

75

76

74

73

(˚)

70

71

72

(˚)(ft) (ft) (ft)

98

99

100

101

102

97

94

95

96

93

90

91

92

89

86

87

88

82

83

84

81

78

79

80

85

77

75

76

74

73

70

71

72

110

108

109

106

107

105

104

103

109.97

108.40

106.85

105.35

106.08

107.10

108.12

109.15

110.18

111.23

105.08

112.28

113.35

114.42

115.51

116.60

117.71

118.83

119.96

121.11

122.27

123.45

125.85

127.08

128.32

124.64

129.59

130.87

132.18

133.51

134.86

136.23

137.63

139.06

140.51

141.99

143.50

145.04

146.61

148.22

149.87

65.61 65.50 25.46 29.21 25.54 320.25 52.66 29.14 9.98 2.75 335.88 174.50 803.64 373.67

372.41795.42176.97329.402.889.7529.7952.34319.3125.3829.8326.2264.0964.26

62.98 26.97 30.46 25.2462.72 318.41 51.81 30.43 9.52 3.01 323.11 179.49 787.55 371.22

370.10780.00182.07317.013.149.3031.0851.27317.5725.1031.1127.7461.3761.68

60.43 60.06 28.52 31.76 24.97 316.78 50.73 31.72 9.07 3.28 311.08 184.70 775.99 369.04

368.06775.60187.38305.333.428.8532.3650.19316.0424.8532.4229.3058.7759.22

58.03 57.52 30.09 33.10 24.73 315.35 49.65 33.00 8.63 3.56 299.74 190.12 775.45 367.13

366.26775.54294.313.718.4249.10314.7024.6333.7830.8956.2856.87

55.74 55.08 31.70 34.48 24.54 314.10 48.54 34.26 8.21 3.85 289.03 195.78 775.87 365.46

364.72776.42198.70283.894.018.0034.8947.99313.5424.4535.1932.5253.9054.63

53.54 52.74 33.35 35.91 24.37 313.02 47.43 35.52 7.79 4.16 278.90 201.68 777.19 364.03

363.40778.19204.73274.044.327.5836.1446.86312.5524.3036.6534.1851.6152.48

51.45 50.49 35.03 37.39 24.24 312.12 46.30 36.77 7.38 4.47 269.31 207.85 779.42 362.83

362.31780.86211.04264.704.647.1837.3845.72311.7324.1838.1535.8949.4050.43

49.44 48.33 36.77 38.93 24.13 311.39 45.15 38.00 6.98 4.80 260.21 214.31 782.53 361.85

361.44784.42217.65255.844.976.7838.6144.57311.0824.0939.7137.6547.2748.46

47.51 46.24 38.55 40.52 24.06 310.82 43.99 39.22 6.59 5.14 251.58 221.01 786.54 361.09

360.79788.87224.56247.435.316.4039.8343.41310.5924.0341.3339.4645.2246.57

45.66 44.22 40.38 42.17 24.01 310.40 42.82 40.43 6.21 5.48 243.38 228.15 791.43 360.54

360.34794.21231.82239.435.666.0341.0342.23310.2624.0043.0141.3243.2444.76

43.88 42.27 42.27 43.88 24.00 310.15 41.63 41.63 5.84 5.84 235.58 235.58 797.21 360.20

360.11800.44239.43231.826.035.6641.03 42.23310.0824.0044.7643.2441.3243.01

42.17 40.38 44.22 45.66 24.01 310.06 40.43 42.82 5.48 6.21 228.15 243.38 803.90 360.07

360.09807.60224.566.405.3143.4139.83310.0724.0346.5745.2239.4641.33

40.52 38.55 46.24 47.51 24.06 310.12 39.22 43.99 5.14 6.59 221.06 251.56 811.52 360.16

360.28815.69255.84217.656.784.9744.5738.61310.2124.0948.4647.2737.6539.71

38.93 36.77 48.33 49.44 24.13 310.34 38.00 45.15 4.80 6.98 214.31 260.21 820.09 360.45

360.67824.74264.70211.047.184.6445.7237.38310.5124.1850.4349.4035.8938.15

36.65

35.03 50.49 51.45 24.24 310.72 36.77 46.30 4.47 7.38 207.85 269.31 829.64 360.95

361.29834.79274.04204.737.584.3246.8636.14310.9724.3052.4851.6134.18

37.39

35.91 33.35 52.74 53.54 24.37 311.26 35.52 47.43 4.16 7.79 201.68 278.90 840.20 361.68

362.12845.87283.89198.708.004.0147.9934.89311.5924.4554.6353.9032.5235.19

34.48 31.70 55.08 55.74 24.54 311.97 34.26 48.54 3.85 8.21 195.78 289.03 851.82 362.63

363.19858.04294.31192.928.423.7149.1033.63312.3924.6356.28 56.8730.8933.78

33.10 30.09 57.52 58.03 24.73 312.85 33.00 49.65 3.56 8.63 190.12 299.74 864.55 363.80

364.48871.35305.33187.388.853.4250.1932.36313.3624.8559.2258.7729.3032.42

31.76 28.52 60.06 60.43 24.97 313.92 31.72 50.73 3.28 9.07 184.70 311.08 878.44 365.22

366.02885.85317.01182.079.303.1451.2731.08313.9225.1061.6861.3727.7431.11

30.46 26.97 62.72 62.96 25.24 315.17 30.43 51.81 3.01 9.52 179.49 323.11 893.57 366.89

367.82901.63329.40176.979.752.8852.3429.79315.8625.3864.2664.0926.2229.83

29.21 25.46 65.50 65.61 25.54 316.61 29.14 52.86 2.75 9.99 174.50 335.88 910.02 368.81

33.63

247.38

(ft) (ft)

β L US X Y V Part. AreaLane

Auxiliary

βGap

Shoulder

Lt. Lt.Rt. Rt.

Chord M

Total

Areas

Approach

A B D

192.92

(sys) (sys) (sys) (sys)

E 610-PRAP-08



DATECHIEF ENGINEER


TABLE OF VALUES

TYPE D


SEPTEMBER 2019






= ANGLE OF TURNα

LEGEND:

Mainline Traffic

Direction ofα

β α180˚ - β =



Type D.


NOTES:

5/2/2019

6/5/2019

LEGEND

b < 100', HMA or PCCP for Approaches b � 100', 401 HMA

or 501 or 502 PCCP

V / / / J HMA or PCCP for Approaches

IS S SI a < 100', HMA orPCCP for Approaches a � 100', 401 HMA

or 501 or 502 PCCP

MAIN LINE

Cl C C QJ :;:; E

-� �UJ (ti

Cl.

End of Improvement

Pavement Transition Area

Begin/End Transition

Total Approach Area 0

PAVEMENT

NOTES:

1. The pay limits shown hereon generally apply to Types A, B, C and DPublic Road Approaches as shown on Standard DrawingsE 610-PRAP-02, - 03, -05 and -07 respectively.

(l) See Tables of Values on Standard Drawings E 610 PRAP-04, -06, and-08.



PAY LIMIT DETAILS

SEPTEMBER 2019

STANDARD DRAWING NO. E 610-PRAP-09

DESIGN STANDARDS ENGINEER DATE

CHIEF ENGINEER DATE

5/2/2019

6/5/2019

Variable

Pavement

WITH PCCP MAINLINE PAVEMENT

ALLEY APPROACH2'2'

in Place

Width of Surface

Resurface

10:1 Transition Rate

Mainline Pavement

Section same as

Approach Pavement

Section as Approach

Same Pavement

Pavement

LEGEND

WITH HMA MAINLINE PAVEMENT

STREET OR ALLEY APPROACH

ALLE

Y

2020

5

A

9

10

14

15

20

15

1510

15

1015

5 6

99

6

1414

A

K

K

Travel Lane

Edge of A A

Radiu

s

Variable

A

WITH PCCP MAINLINE PAVEMENT

STREET APPROACH

Edge of Travel Lane

5'5'

Pavement

ST

REET

5

14

20 20

9

6

149

6

A A A

Radius

5

A

5

5

15' Max.

8' Min.,

15' Max.

8' Min.,

Variable

Contraction Joint

Combined Curb and Gutter

Integral Concrete Curb

1/2" Preformed Joint Filler

1" Preformed Joint Filler

Longitudinal Joint

HMA Pavement

PCCP

Radius

RadiusRadius

Radius

E 610-PRAP-10



DATECHIEF ENGINEER


SEPTEMBER 2019

PCCP OR HMA MAINLINE PAVEMENT

STREET OR ALLEY APPROACH

Spacing shall be 1/2 the length of the approach or 15 Feet max.

the D-1 Contraction Joints are required in the transverse direction.

For PCCP Approaches, if length of approach is more than 15 Feet, then 8.

503-CCPJ for joint details.

For Approaches with PCCP Pavement, see Standard Drawing series E 7.

Ear Construction Type B. See Standard Drawing E 605-ERCN-026

where space permits.

Radius of 10' min. to 20' min. for alley approaches shall be provided 5.

repeated turns by the Indiana Design Vehicle.

highways and streets servicing heavy industrial areas requiring

Provide radii of 60' or more at the intersection of two State or U.S. 4.

WB-40 trucks and buses repeatedly turn.

Radii of 40' or more at major cross streets shall be provided where 3.

buses turn repeatedly.

Radii of 30' or more at major cross streets where WB-15 trucks and or 2.

permits.

Radii of 25' at minor cross streets shall be provided where space 1.

NOTES:

5/2/2019

6/5/2019

A

A

LEGEND

SECTION A-A

Existing Surface

Edge of Mainline Pavement

Shoulder Overlay Line

Edge of Mainline Pavement

Existing Surface

Approach Milling

26' (Max.)

Approach Milling

HMA for Approaches

Typical HMA Overlay, Shoulder

Typical HMA Overlay, Mainline

B B

A

B

C

D

C

D

A

D

C

C A

E 610-PRAP-11



DATECHIEF ENGINEER


OVERLAY PAVING TRANSITION


SEPTEMBER 2019

5/2/2019

6/5/2019

610-PRAP-01.pdf610-PRAP-01



610-PRAP need rev.pdf610-PRAP-01610-PRAP-02610-PRAP-03610-PRAP-04610-PRAP-05610-PRAP-06610-PRAP-07610-PRAP-08610-PRAP-09610-PRAP-10610-PRAP-11

610-PRAPrev.pdf610-PRAP-07

Documents

GENERAL NOTES - Indiana...2 See Table on Standard Drawing E 610-PRAP-09 for additional pay 1 See Standard Drawing E 610-PRAP-04 for Table of Values. NOTES: 44' 50 ' 44 ' 0' A A α