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1 1022+930 20+30+20

2 0+790 2 X 30

3 18+740 2 X 30

4 47+350 2 X 30

5 1+060 2 X 30

6 6+200 2 X 30

Vehicular Underpass (VUP) of different spans and minimum vertical clearance shall be provide

ew Vehicular Underpass

S. No Chainage km Span arrangement (m)

1 12+305 1x12

2 31+190 1x12

3 43+380 1x12

4 3+010 1 x 18

5 1075+100 1 x 12

6 1071+544 1 x 12

7 1063+770 1 x 12

8 1050+370 1 x 12

9 1033+610 1 x 12

10 1030+230 1 x 12

1 Underpass 57/2

New Flyover for Vijayawada Bypass

New Flyover for Hanuman Junction Bypass

The total width excludes the gap between two supe

Vehicu

Vijayawada Bypass

Flyovers of different spans and minimum vertic

S. no. Chainage (km)

Span arrangement (m)

Hanuman Junction Bypass

Vijayawada Gundugolanu Section

The total width excludes the clear gap between two super structu

(b) Details of Vehicular Underpass t

S. No. Type of structure Bridge No

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2 Under-pass 58/6

3 Underpass 61/1

4 Underpass 63/3

5 Underpass 65/2

6 Underpass 66/2

7 Underpass 68/5

8 Underpass 69/5

S.

No

1 3+980 1 x 7.5

2 22+800 1 x 7.5

3 24+695 1 x 7.5

4 35+950 1 x 7.5

5 40+080 1 x 7.5

6 41+120 1 x 7.5

7 1073+705 1 x 7.5

8 1068+955 1 x 7.5

9 1067+920 1 x 7.5

10 1066+180 1 x 7.511 1065+260 1 x 7.5

12 1054+310 1 x 7.5

13 1051+940 1 x 7.5

Vijayawada Byp

Vijayawada Gundugola

The total width excludes the gap between two super structure

Pedestrian Unde

Pedestrian Underpass (PUP) of different spans and minimum vertical

New Pedestrian/Cattle

Chainage km Span arrangement (m)

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S. No Chainage km Span arrangement (m)

1 40/5 1064+415 1 X 6.00

64/4

1040+684

S. No Chainage Km Span (m)

1 1031+452 50

Note: At service road locations, the footbridge should span across service road. Length of Ram

5. Culverts

Culverts as listed below shall be provided, widened, reconstructed, or extended.

(a) Repair/Rehabilitation/Widening/Reconstruction of Culverts

Main

77 1049+830 RHS

86 1047+771 RHS

128 1040+372 RHS

133 1039+453 RHS

143 1038+118 RHS

144 1038+018 RHS

153 1035+768 RHS

158 1034+384 RHS

159 1034+375 RHS

160 1034+225 RHS

125 1040+993 RHS

1040+08 RHS

73 1050+927 RHS

78 1049+631 RHS

79 1049+371 RHS80 1049+271 RHS

81 1049+099 RHS

82 1048+523 RHS

83 1048+374 RHS

84 1048+188 RHS

85 1048+095 RHS

90 1046+896 RHS

91 1046+781 RHS

Pedestrian/Cattle Underpasses to b

2 1 x 8.80

* The total width excludes the gap between two super structures, which will

New Foot Over Bridges

S. No Chainage (Km)Car

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92 1046+693 RHS

97 1046+031 RHS

98 1045+974 RHS

99 1045+838 RHS

100 1045+684 RHS

101 1045+503 RHS

102 1045+201 RHS

103 1045+101 RHS

104 1044+788 RHS

105 1044+592 RHS

106 1044+434 RHS

107 1044+277 RHS

108 1044+015 RHS

109 1043+787 RHS

110 1043+717 RHS

111 1043+629 RHS

112 1043+453 RHS

113 1043+378 RHS

114 1043+283 RHS115 1042+918 RHS

116 1042+868 RHS

117 1042+693 RHS

118 1042+518 RHS

123 1041+811 RHS

124 1041+213 RHS

126 1040+868 RHS

127 1040+738 RHS

134 1039+398 RHS

135 1039+282 RHS

139 1038+518 RHS

140 1038+418 RHS

141 1038+329 RHS

142 1038+275 RHS

145 1037+798 RHS

152 1035+841 RHS

154 1035+541 RHS

155 1035+195 RHS

156 1035+056 RHS

157 1034+896 RHS

164 1032+328 RHS

165 1029+509 RHS

166 1028+428 RHS168 1023+526 RHS

171 1022/2 LHS

1 1076+380 RHS

5 1073+530 RHS

8 1072+990 RHS

9 1072+410 RHS

12 1071+170 RHS

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13 1070+500 RHS

14 1069+952 RHS

16 1069+373 RHS

18 1068+043 RHS

21 1067+726 RHS

25 1066+059 RHS

45 1063+535 RHS

46 1063+471 RHS

47 1063+132 RHS

48 1061+996 RHS

49 1061+587 RHS

50 1061+413 RHS

51 1055+434 RHS

62 1053+525 RHS

63 1053+266 RHS

72 1051+32 RHS

89 1047+123 RHS

120 1042+145 RHS

148 1036+773 RHS6 1073+460 RHS

7 1073+280 RHS

15 1069+813 RHS

20 1067+816 RHS

22 1067+415 RHS

23 1066+532 RHS

24 1066+153 RHS

26 1065+592 RHS

30 1065+011 RHS

31 1064+798 RHS

32 1064+643 RHS

33 1064+421 RHS

34 1064+404 RHS

35 1064+316 RHS

36 1064+159 RHS

37 1064+093 RHS

38 1064+037 RHS

52 1055+419 RHS

53 1055+193 RHS

54 1054+951 RHS

55 1054+896 RHS

56 1054+785 RHS

57 1054+757 RHS61 1053+774 RHS

64 1052+935 RHS

65 1052+698 RHS

66 1052+51 RHS

67 1052+396 RHS

68 1052+315 RHS

70 1051+893 RHS

71 1051+553 RHS

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75 1050+265 RHS

76 1050+148 RHS

75 1050 +37 54/3 -

87 1047+249 RHS

88 1047+133 RHS

93 1046+536 RHS

94 1046+369 RHS

95 1046+334 RHS

96 1046+253 RHS

119 1042+353 RHS

121 1042+124 RHS

122 1042+043 RHS

129 1040+147 RHS

130 1039+969 RHS

131 1039+953 RHS

132 1039+838 RHS

136 1039+048 RHS

137 1038+845 RHS

138 1038+734 RHS146 1037+047 RHS

147 1036+911 RHS

149 1036+562 RHS

150 1036+521 RHS

151 1036+375 RHS

161 1033+965 RHS

162 1033+758 RHS

17 1068+314 RHS

167 1026+355 RHS

2 1075+7 RHS

3 1075+120 RHS

4 1073+700 RHS

59 1054+372 RHS

69 1052+001 RHS

74 1050+508 RHS

163 1033+668 RHS

19 1067+945 RHS

27 1065+313 RHS

28 1065+192 RHS

29 1065+166 RHS

39 1063+989 RHS40 1063+960 RHS

41 1063+859 RHS

42 1063+786 RHS

43 1063+713 RHS

44 1063+609 RHS

58 1054+465 RHS

60 1054+145 RHS

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10 1072+050 RHS

11 1071+740 RHS

Code Description of Improvement

1 Widen the existing culvert to 3 lane with repairs

2 Widen the existing culvert to 3 lane with repairs with service road

3

Replace the existing culvert with new culvert of 3-lane as the

existing culvert falls in the approaches of Flyover/Underpass

4

Replace the existing culvert with new culvert of 3-lane with service

road as the existing culvert falls in the approaches of

Flyover/Underpass

5 Widen the existing culvert to toll plaza requirement

Note: The width of culverts shall have the same overall width as

of the approach road

Note: The width of culverts shall have the same overall width as of the approach road

(b) New Culverts in Vijayawada Bypass

S. No Chainage

Proposed Span arrangement

(nos x Length/Dia / Size (m))

1 1+260 1x4x2

2 1+520 1x5x3

3 5+030 1x4x2

4 5+560 1x5x2

5 7+030 1x5x3

6 7+680 1x5x3

9 10+710 1x5x2

10 17+570 1x5x2

15 19+960 1x4x225 27+690 1x5x3

29 28+900 1x4x2

38 33+070 1x5x3

53 42+230 1x4x2

7 8+970 3x1.2

8 8+990 3x1.2

11 17+730 4x1.2

12 18+070 2x1.2

13 18+340 2x1.2

14 18+975 3x1.2

16 21+835 2x1.2

17 23+020 3x1.2

18 23+730 3x1.2

19 24+900 2x1.2

20 25+065 3x1.2

21 25+905 3x1.2

22 26+565 2x1.2

23 27+055 2x1.2

26 28+070 2x1.2

Description of Imp

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27 28+130 2x1.2

28 28+395 2x1.2

30 29+855 1x1.2

31 31+540 1x1.2

32 31+610 1x1.2

33 31+980 2x1.2

34 32+140 2x1.2

35 32+280 1x1.2

36 32+500 2x1.2

37 32+570 1x1.2

39 33+930 2x1.2

40 34+410 2x1.2

41 34+630 2x1.2

42 35+718 2x1.2

43 35+930 2x1.2

44 36+085 4x1.2

45 36+540 1x1.2

46 37+005 1x1.2

47 37+735 2x1.248 39+258 1x1.2

49 39+920 4x1.2

50 41+770 2x1.2

51 41+990 1x1.2

52 42+182 1x1.2

54 42+490 1x1.2

24 27+430 2x1.2

(c) New Culverts in Hanuman Junction Bypass

S.No Chainage



57 1+820 1x4x2m59 2+060 1x5x2m

66 5+060 1x4x2m

67 5+540 1x4x2m

55 0+720 2x1.2 m

56 1+490 2x1.2 m

58 1+950 2x1.2 m

60 3+170 1x1.2 m

61 3+530 2x1.2 m

62 3+720 2x1.2 m

63 3+780 2x1.2 m

64 3+890 2x1.2 m

65 4+010 2x1.2 m

(d) New Culverts in Vijayawada Bypass Service Roads

S.No Chainage



68 18+340 2x1.2 m

69 18+975 3x1.2 m

70 23+020 3x1.2 m

71 35+718 2x1.2 m

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72 35+930 2x1.2 m

73 36+085 4x1.2 m

74 39+920 4x1.2 m

(e) New Culverts in Hanuman Junction Bypass Service Roads

S.No Chainage



75 3+170 1x1.2 m8. Minor Bridges

Minor bridges as listed below shall be provided, widened, reconstructed, or extended.

(a) Details of Minor Bridges

S.

No

13 1032+815 RHS

7 1055+743 RHS

8 1048+338 Four

8 1048+338 Four

9 1043+091 Four

9 1043+091 Four

10 1043+055 Four

10 1043+055 Four

12 1036+052 Four

12 1036+052 Four

14 1030+415 RHS

15 1026+335 LHS

15 1026+335 RHS

16 1024+188 LHS

16 1024+188 RHS

17 1022+851 RHS13 1032+815 LHS

1 1075+820 LHS

1 1075+820 RHS

2 1072+737 LHS

2 1072+737 RHS

3 1068+844 LHS

3 1068+844 RHS

4 1067+326 LHS

4 1067+326 RHS

5 1065+78 LHS

5 1065+78 RHS

6 1062+540 Four

6 1062+540 Four

7 1055+743 LHS

11 1037+246 Four

11 1037+246 Four

14 1030+415 LHS

17 1022+851 LHS

Structure No. Chainage (Km) Location

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Description of Improvement code for Minor Bridges


1 Retain with repairs as given at para 11 below.

2 Add new 2 lane structure with footpath parallel to the existing

structure as the widening of existing structure is not possible

3 Widen the existing 2 / 4 lane Bridge after repairs as per para 11

below to 3 / 6 lane.

4 Provide separate bridge for service road as given at Table (d) below.

S. Proposed Span arrangement

No Nos x length (m)

1 3+360 1x31

2 5+840 2x5x3

3 8+210 2x26

4 9+560 1x5x3

5 10+450 1x4x2

6 10+980 1x5x2

7 13+020 2x4x2

8 19+305 2x4x29 21+240 1x20

10 22+035 1x5x3

11 22+815 2x4x2

12 23+350 2x19

13 24+350 2x5x2

14 24+850 2x4x2

15 26+350 1x5x3

16 29+340 1x25

17 30+565 1x10

18 33+250 1x28

19 33+715 2x4x2

20 34+250 1x12

21 35+250 1x6x2

22 36+500 1x12

23 40+900 1x10

24 42+690 1x5x2

25 43+880 1x5x2

26 44+690 1x25

27 44+950 2x4x2


Nos x length (m)

1 2+750 1x7.5x3.5m

2 5+391 2x16m

Chainage

* Total width excludes the clear gap between the two superstru

(c) New Minor Bridges for Han

(b) New Minor Bridges for V

S.No Chainage

* Total width excludes the clear gap between the two superstru

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(d) New Minor Bridges on Service RoadsS. Chainage

No. Km

1 MNB No: 29/2 1075+820

MNB No:

32/2

3 MNB No: 36/1 1068+844

MNB No:

37/6

5 MNB No: 39/2 1065+780

MNB No:

42/1

MNB No:

49/1

8 MNB No: 67/3 1037+246

9 MNB No: 76/1 1030+415

(e) New Minor Bridges on Service Roads in Vijayawada bypass


Nos x length (m)

1 22+815 2x4x2m

2 24+850 2x4x2m

3 40+900 1x10m

9. Major Bridges

Major bridges as listed below shall be provided, widened, reconstructed, or extended.Bridges to be Retained with Repair

64/5

1040+481

70/3

1034+907


1 Retain with repairs as given at para 11 below.

(b) New 4 Lane Major Bridges for Vijayawada Bypass

Structure No

4 1067.326

2 1072+737

7 1055+743

6 1062+540

S.No Chainage

10 MNB No: 1022+851

2 LHS & RHS

Description of Improvement code for Major Bridges

S. No Structure No. Chainage (km) Location

1 LHS & RHS

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1 15+970 Krishna River

o superstructures, which will be dictated by roadway alignment.

(c) New Major Bridge on Service Roads for Vijayawada Bypass

1 43+250 Chimala Vagu

10. Rail Over Bridges (ROBs)

ROBs as listed below shall be provided, widened, reconstructed, or extended.

(a) Rail Over Bridges (ROBs) to be retained with Repair

S. No Structure No. / Chainage Location

55/2 LHS

1049+845 RHS

70/7 LHS

1034+134 RHS

(b) New 4 Lane ROBs for Vijayawada Bypass

1 2+500 ROB

2 20+590 ROB

3 45+870 ROB

11 Repairs and Rehabilitation of Structures:

S. No Chainage (km) Name of River / stream

S. No Chainage (km) Name of River / stream

2 43+250 Chimala Vagu

* As per Railway requirement these spans shall be o

** Total width excludes the clear gap between the two superstruc

The following shall be applicable

(i) The proposed span arrangement of the ROB is tentative and subject to change as per avail

shall be designed, constructed and maintained as per the requirement of Railway authorities. Th

1

2

S. No Chainage (km) Type

(iii) The ROB shall be constructed and maintained by the con

(iv) All expenditure related to construction, maintenance and sup

(v) All charges payable to the Railways like P&E, D&G, Capitalise

(vi) In any case the total length of viaduct portion sh

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Common repair & rehabilitation measures (For all structures):

12 At grade intersections

rsection Improvement

S. No. Chainage Side

1 1076+630 Right

2 1075+107 Left

3 1075+107 Right

4 1074+140 Left

5 1074+110 Left

6 1074+040 Right

7 1074+010 Right

8 1073+940 Left

9 1073+850 Left

10 1073+830 Right

11 1073+780 Left

12 1073+730 Left

13 1073+690 Left

14 1073+605 Right

15 1073+590 Left

2. Paint structure numbers in continu

. Provide water collector channels after end of approach slab for a length equal to 2.5 times th

Provide RCC drainage chutes with energy dissipator basins at ground at 5 m intervals with one

around wing walls/ cantilever returns to be filled up, duly compacted, and pitched with boulder

tings. Fill up the hole in deck slab around spout. Replace drainage spouts with short or missing d

7. Construct concrete inspection ladders on boulder pitching around abutments for

ut for assessment of condition of the structure and to finalize its repair and rehabilitation. Based

1. Remove debris/ vegetation from pier and abutme

14.

Replace / rehabilitate damaged upstream and downstream launching15. Replace all RCC railing adjoining carriageway with R

8. Remove vegetation from vent way and pitching aro

9. False steining of well foundations shall be di

10. Replace all damaged elastomeric bearin

11. Clean all metallic bearings, replace missing / damaged

of old bridges with T beam and slab superstructure with strip seal type expansion joint after r

13. Replace / rehabilitate damaged stone pitching on

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16 1073+555 Right

17 1073+535 Left

18 1073+470 Left

19 1073+420 Left

20 1073+370 Right

21 1073+320 Right

22 1073+185 Right

23 1073+100 Right

24 1073+000 Left/Right

25 1071+635 Left

26 1071+630 Right

27 1071+525 Left

28 1071+520 Right

29 1071+300 Left

30 1070+345 Left

31 1067+925 Left

32 1067+880 Right

33 1067+075 Left/Right

34 1066+940 Right

35 1066+880 Right

36 1066+153 Left

37 1065+780 Left

38 1065+715 Right

39 1065+700 Left

40 1065+665 Right

41 1065+620 Right

42 1065+592 Left

43 1065+270 Left

44 1064+550 Left

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45 1064+520 Right

46 1064+520 Right

47 1063+765 Left

48 1054+590 Right

49 1054+420 Right

50 1054+323 Left

51 1054+320 Left

52 1052+580 Left

53 1047+878 Left

54 1047+878 Right

55 1031+452 Left

56 1031+452 Left

57 1030+218 Left

58 1030+218 Right

13. Longitudinal Drains

14. Protection works

15. Overpasses

Nil16. Proposed Retaining Structures

Corrosion Protection for reinforcement shall conform to the requirement of IRC SP: 80 2008 Guidelines for C

Remedial Measures for Concrete Bridge Structures.

Longitudinal Drains shall be provided on both sides of carriageway as

The Protection Works shall be provided as per Sched

Provide Retaining / RE walls as per the cross section schedule /typ

17. Corrosion Protection for Reinforcement

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70 5.5 2 x 13.4

60 5.5 2 x 12.0

60 5.5 2 x 12.0

60 5.5 2 x 12.0

60 5.5 2 x 13.4

60 5.5 2 x 13.4

at locations indicated below

Minimum Vertical Clearance (m) Total width* (m) Remarks

5.5 2 x 12 Mandadam Road

5.5 2 x 12 Nunna Road

5.5 2 x 12 Agiripalli Road

5.5 2 x 13.4Gudivada Road (SH-46) Cum

Channel

5.5 2 x 13.4 Pedda avutapalli

5.5 2 x 13.4 Pottipadu

5.5 2 x 13.4 Veeravalli

5.5 2 x 13.4 Eluru bypass

5.5 2 x 13.4 Eluru bypass

5.5 2 x 13.4 Denduluru

1047+307 2 x 13.4

Repair approach slab settlement.

Repair settled earth fill around

abutments and provided crated

boulder pitching.

r structures, which will be dictated by the roadway Alignment

lar Underpasses

Flyovers

l clearance shall be provided at locations indicated below

Effective length (m) Vertical Clearance (m) Total width* (m)

es, which will be dictated by the roadway alignment

o be repaired and widened

./ Chainage Km Widen to Deck width (m)Remarks

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1046+378 2 x 13.4 Repair approach slab settlement.



boulder pitching.




boulder pitching.


Repair damaged railing.


Repair damaged wearing coat.



Add more drainage spouts

connected with water collector

i e.1035+217 2 x 13.4 Repair approach slab settlement.

3.5 2 x 12

3.5 2 x 12

3.5 2 x 12

3.5 2 x 12

3.5 2 x 12

3.5 2 x 12

3.5 2 x 13.4 Atkur

3.5 2 x 13.4 Telaprolu Access

3.5 2 x 13.4 Ambapuram

3.5 2 x 13.4 Kodurupadu Acecess3.5 2 x 13.4 Veeravalli

3.5 2 x 13.4 Bommuluru

3.5 2 x 13.4 Dasarigudem

ass

nu Section

, which will be dictated by the roadway alignment

passes

clearance shall be provided at locations indicated below.

Underpasses

Minimum Vertical Clearance (m) Total width* (m) Remark

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Total width* (m) Remark

2 x 13.4Repair approach slab

settlement

VC (m) Width (m) Crossing Location

5.5 3.5Denduluru Junction (Drain to

Canal)

s of footbridge to be finalised with IE to suit the site conditions

Service Road Type

- Box NV

- Box 1 x 5.00

- Box 1 x 1.50

- Box 1 x 4.60

- Box 1 x 4.00

- Box 1 x 2.00

- Box 1 x 2.00

- Box 1 x 1.50

- Box 1 x 1.50

- Box 1 x 5.00

- Box 1 x 2.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 2 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

Repaired and Widened

2 x 13.4

Repair approach slab

settlement. Repair damaged

railing.

e dictated by the roadway alignment

with Ramps

riagewaySpan Vents x Length (m)

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- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 2 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 2 x 1.00

- Pipe 5 x 1.00

- Pipe 11 x 1.00- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Box 1 x 2.30

- Box 1 x 1.20

- Box 1 x 1.20

- Box 1 x 1.50

- Box 1 x 2.50

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- Box 1 x 1.50

- Box 1X1.90

- Box 1x2.50

- Box 1X2.00

- Box 1x1.7

- Box 1x1.10

- Box 1 x 4.50

- Box 1 x 4.26

- Box 1 x 4.26

- Box 1 x 4.20

- Box 1 x 2.44

- Box 1 x 5.46

- Box 1 x 4.40

- Box 1 x 1.20

- Box 1 x 5.60

- Box 1 x 5.00

- Box 1 x 1.00

- Box 1 x 3.60

- Box 1 x 4.00- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1x0.75

- Pipe 1 x 0.75

- Pipe 3 x 1.00

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

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- Pipe 1 x 1.00

- Pipe 1 x 1.00

SR Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 2 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 2 x 1.00

- Pipe 2 x 1.00

- Box 1x2.50

- Box 1 x 6.10

- Box 1 x 2.50

- Box 1 x 2.00

- Box 1 x 1.20

Box 3 x 1.80

- Box 1 x 1.10

- Box 1 x 2.00

- Box 1 x 3.00

- Pipe 1 x 1.00

- Pipe 1 x 1.00

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 0.75

- Pipe 1 x 1.00

- Pipe 1 x 0.75

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- Box 1 x 1.40

- Box 1 x 2.50

Type of Structure Type sec

Box 1

Box 1

Box 1

Box 1

Box 1

Box 1

Box 1

Box 3

Box 1Box 1

Box 1

Box 1

Box 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 3

Hume Pipe 1

Hume Pipe 1

Hume Pipe 2

Hume Pipe 1

Hume Pipe 2

Hume Pipe 1

Hume Pipe 2

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

rovement Code for Culverts

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Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 2

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 9

Hume Pipe 2

Hume Pipe 2

Hume Pipe 1

Hume Pipe 1

Hume Pipe1

Hume Pipe 1

Hume Pipe 2

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Hume Pipe 1

Type of StructureType sec

Box Culvert 4Box Culvert 4

Box Culvert 4

Box Culvert 4

Pipe Culvert 4

Pipe Culvert 8

Pipe Culvert 4

Pipe Culvert 8

Pipe Culvert 4

Pipe Culvert 4

Pipe Culvert 4

Pipe Culvert 4

Pipe Culvert 4


Pipe Culvert 2

Pipe Culvert 2

Pipe Culvert 2

Pipe Culvert 2

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Pipe Culvert 2

Pipe Culvert 2

Pipe Culvert 2


Pipe Culvert 8

Span Arrangement Deck Width

(No x Length) (m)

1 x 20.80 10.2 1

8 x 5.75 15.2 3

5 x 6.00 15.2 3

5 x 6.00 15.2 3

1 x 8.80 15.2 3

1 x 8.80 15.2 3

1 x 8.80 15.2 3

1 x 8.80 15.2 3

3 x 5.20 15.2 3

3 x 5.20 15.2 3

5 x 6.40 15.2 3

1 x 6.80 15.2 3

1 x 6.80 15.2 3

7 x 6.70 15.2 3

7 x 6.70 15.2 3

4 x 3.60 15.2 31 x 20.80 10.2 2,4

3 x 4.45 13.4 3, 4

3 x 4.45 13.4 3, 4

3 x 6.80 15.2 3, 4

3 x 6.80 15.2 3, 4

3 x 6.75 13.4 3, 4

3 x 6.75 13.4 3, 4

6 x 6.75 15.2 3, 4

6 x 6.75 15.2 3, 4

3 x 5.75 13.4 3, 4

3 x 5.75 13.4 3, 4

2 x 3.90 15.2 3, 4

2 x 3.90 15.2 3, 4

8 x 5.75 15.2 3, 4

1 x 9.3 13.4 3,4

1 x 9.3 13.4 3,4

5 x 6.40 13.4 3,4

2 x 7.20 13.4 3,4

New Structure Details

Improvement Proposal

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PSC T girder and slab Both LHS & RHS 2x12

R.C.C Box cell Both LHS & RHS 2x12






R.C.C Box cell Both LHS & RHS 2x12R.C.C T-girder and slab Both LHS & RHS 2x12



R.C.C T-girder and slab Both LHS & RHS 2x12





R.C.C Solid slab Both LHS & RHS 2x12











R.C.C Box cell Both LHS & RHS 2x15.20

RCC T girder and slab Both LHS & RHS 2x15.20

Type of Structure SIDE Total Width**

tures, which will be dictated by roadway alignment.

man Junction bypass

ijayawada Bypass

Type of Structure SIDE Total Width (m)*


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3 x 4.45 2x8.70 LHS & RHS

3 x 6.75 2x8.70 LHS & RHS

3 x 5.75 2x8.70 LHS & RHS

1 x 9.30 2x8.70 LHS & RHS

5 x 6.40 8.7 LHS



R.C.C Solid slab Both LHS & RHS 2x8.70

Span Arrangement (No x Length) Deck Width (m) Improvement Proposal

Span Arrangement (m) Total Width (m) Remarks

6x6.75 2x8.70 LHS & RHS

3x6.80 2x8.70 LHS & RHS

8x5.75 2x8.70 LHS & RHS

2x3.90 2x8.70 LHS & RHS

Type of Structure SIDE Total Width (m)

2 x 7.20 8.7 LHS

4 x 32.30 9.91 1

Existing Structure Details

24.53+36.38+37.15 +36.85+24.68 9.91 1

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Proposed Span Arrangement

nos x length(m)

x n erpass

+101x30+1x40+2x30 PSC T girder and slab Both LHS & RHS

Proposed Span Arrangement

nos x length(m)

2 x 30 PSC T girder and slab Both LHS & RHS

Repair and Rehabilitation

Measures

Total Width**

(m)

1x20+(3x24)+1x20 8.4 2 x 12.0

8x30+(3x24)+8x30 8.4 2 x 12.0

7x30+(1x24+1x30+1x24)+3x30 8.4 2 x 12.0

Both LHS & RHS

Type of structure Side

Type of structure Side

2x30 PSC T girder and slab

Minimum Vertical

Clearance (m)

f composite deck slab with steel girders.


in case of above ROBs:

ability of Railway boundaries/requirement of the railways, but total length is fixed.

e plans and the designs shall be prepared in consultation with the concerned railway

As given at para 11 below.

Span Arrangement (m)*

cessionaire under the supervision of the Railways.

rvision of ROB shall be borne by the Concessionaire.

Maintenance, etc., shall be borne by the Concessionaire

all not be less than indicated in the table.

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Approach to Type (NH/SH/MDR/VR) Treatment

China avutapalli VR Connected through Service road

Peda avutapalli VR Connected through Service road

Atkur VR Connected through Service road

To village road VR Connected through Service road












ous and uniform chainage.

height of embankment with a minimum length of 15 m

drainage chute at start and end of water collector chann

in wire crates as per provisions of IRC: 89 and MoRT

own take pipes. Install missing drainage spouts at locati

n easy access to the river bed for inspection.

on the defects observed and test results, a comprehensive repair and rehabilitation pl

t caps, expansion joints and bridge deck.

aprons of bed protection works.CC crash barrier.

und abutments.

mantled.

gs.

earing components.

habilitating / strengthening / thickening the deck slab n

mbankments.

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Telaprolu old road VR Connected through Service road




















Veeravalli gsb road VR Connected through Service road


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Veeravalli VR Connected through Service road


Velleru VR Connected through Service road



Eluru VR Connected through Service road



Village road VRProper Left-in Left-out to be

provided

Eluru VRProper Left-in Left-out to be

provided

Denduluru VRProper Left-in Left-out to be

provided

To village road VRProper Left-in Left-out to be

provided

Kovvali VR Connected through Service road

Rajahmundry VR Connected through Service road

orrosion Prevention, Monitoring and

per the cross section schedules / types given at para 1.2.

le D

s given at para 1.2.

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Gundugolanu

Start of Bypass

NH 9 Crossing

End of Bypass

Start of Bypass

End of Bypass

Remark

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Type sec

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 9

1 4

1 41 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

Imp. Code

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1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 41 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 4

1 6

1 6

1 61 6

1 8

2 5

2 8

2 5

2 4A

2 4A

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2 4A

2 8

2 8

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 5

2 52 5

2 5

2 5

2 5

2 5

2 4

2 8

3 5

3 6

4 5

4 8

4 8

4 8

4 8

4 9

4 8

4 8

4 8

4 8

4 8

48

4 8

4 8

4 8

4 8

4 8

4 8

4 8

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5 4A

5 8

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Type sec

6

4A

4

4

4

4

4

4

4

4

8

6

6

6

6

46

4A

4A

5

5

8

8

4A

4A

5

5

4A

4A

4A

4

4

8

4

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Type sec

1

1

1

1

1

1

1

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Total Width**

(m)

2x12

Total Width

(m)

2x8.70

2x12

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S No Ch Total

Nos spans Span Nos spans Span length Nos Cways W of C way

7 1055+743 8 5.75 46 1 10.25

8 1048+338 5 6 30 1 10.3

8 1048+338 5 6 30 1 10.3

9 1043+091 1 8.8 8.8 1 12

9 1043+091 1 8.8 8.8 1 1210 1043+055 1 8.8 8.8 1 12

10 1043+055 1 8.8 8.8 1 12

12 1036+052 3 5.2 15.6 1 12

12 1036+052 3 5.2 15.6 1 12

14 1030+415 5 6.4 32 1 8.55

15 1026+335 1 6.8 6.8 1 9.75

15 1026+335 1 6.8 6.8 1 9.75

16 1024+188 7 6.7 46.9 1 8.5

16 1024+188 7 6.7 46.9 1 8.5

17 1022+851 4 3.6 14.4 1 8.25

1 1075+820 3 4.45 13.35 1 10.2

1 1075+820 3 4.45 13.35 1 8.52 1072+737 3 6.8 20.4 1 10.2

2 1072+737 3 6.8 20.4 1 8.3

3 1068+844 3 6.75 20.25 1 10.2

3 1068+844 3 6.75 20.25 1 8.5

4 1067+326 6 6.75 40.5 1 10.3

4 1067+326 6 6.75 40.5 1 8.5

5 1065+78 3 5.75 17.25 1 10.2

5 1065+78 3 5.75 17.25 1 8.6

6 1062+540 2 3.9 7.8 1 10.2

6 1062+540 2 3.9 7.8 1 10.2

7 1055+743 8 5.75 46 1 11.3

11 1037+246 1 9.3 9.3 1 12

11 1037+246 1 9.3 9.3 1 12

14 1030+415 5 6.4 32 1 8.55

17 1022+851 2 7.2 14.4 1 10.2

Span Arrangement Exg Width Arrangement

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Total Area Imp code Typ sec Remarks

Nos Cways W of C way Nos Cways W of C way width Sqm

1 15.2 1 5.95 5.95 273.7 3 4A

1 15.2 1 5.9 5.9 177 3 4

1 15.2 1 5.9 5.9 177 3 4

1 15.2 1 4.2 4.2 36.96 3 4

1 15.2 1 4.2 4.2 36.96 34

1 15.2 1 4.2 4.2 36.96 3 4

1 15.2 1 4.2 4.2 36.96 3 4

1 15.2 1 4.2 4.2 65.52 3 4

1 15.2 1 4.2 4.2 65.52 3 4

1 15.2 1 7.65 7.65 244.8 3 8

1 15.2 1 6.45 6.45 43.86 3 6

1 15.2 1 6.45 6.45 43.86 3 6

1 15.2 1 7.7 7.7 361.13 3 6

1 15.2 1 7.7 7.7 361.13 3 6

1 15.2 1 7.95 7.95 114.48 3 4

1 13.4 1 4.2 4.2 56.07 3, 4 4A

1 13.4 1 5.9 5.9 78.765 3, 4 4A

1 15.2 1 6 6 122.4 3, 4 5

1 15.2 1 7.9 7.9 161.16 3, 4 5

1 13.4 1 4.2 4.2 85.05 3, 4 8

1 13.4 1 5.9 5.9 119.475 3, 4 8

1 15.2 1 5.9 5.9 238.95 3, 4 4A

1 15.2 1 7.7 7.7 311.85 3, 4 4A

1 13.4 1 4.2 4.2 72.45 3, 4 5

1 13.4 1 5.8 5.8 100.05 3, 4 5

1 15.2 1 6 6 46.8 3, 4 4A

1 15.2 1 6 6 46.8 3, 4 4A

1 15.2 1 4.9 4.9 225.4 3, 4 4A

1 13.4 1 2.4 2.4 22.32 3,4 4

1 13.4 1 2.4 2.4 22.32 3,4 4

1 13.4 1 5.85 5.85 187.2 3,4 8

1 13.4 1 4.2 4.2 60.48 3,4 4

Pro Width Arrangement Req Width Arrangement

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S No Ch Total Total

Nos spans Span Nos spans Span length Nos Cways W of C way width

13 1032+815 1 20.8 20.8 1 10.2 10.2

13 1032+816 1 20.8 20.8 1 9.5 9.5

1 1075+820 3 4.45 13.35 1 9.5 9.5

1 1075+820 3 4.45 13.35 1 9.5 9.5

2 1072+737 3 6.8 20.4 1 9.5 9.52 1072+737 3 6.8 20.4 1 9.5 9.5

3 1068+844 3 6.75 20.25 1 9.5 9.5

3 1068+844 3 6.75 20.25 1 9.5 9.5

4 1067+326 6 6.75 40.5 1 9.5 9.5

4 1067+326 6 6.75 40.5 1 9.5 9.5

5 1065+78 3 5.75 17.25 1 9.5 9.5

5 1065+78 3 5.75 17.25 1 9.5 9.5

6 1062+540 2 3.9 7.8 1 9.5 9.5

6 1062+540 2 3.9 7.8 1 9.5 9.5

7 1055+743 8 5.75 46 1 9.5 9.5

11 1037+246 1 9.3 9.3 1 9.5 9.5

11 1037+246 1 9.3 9.3 1 9.5 9.5

14 1030+415 5 6.4 32 1 9.5 9.5

17 1022+851 2 7.2 14.4 1 9.5 9.5

(b) New Minor Bridges for Vijayawada Bypass

1 3+360 1 31 31 2 12 24

2 5+840 2 5 10 2 12 243 8+210 2 26 52 2 12 244 9+560 1 5 5 2 12 245 10+450 1 4 4 2 12 246 10+980 1 5 5 2 12 247 13+020 2 4 8 2 12 248 19+305 2 4 8 2 12 249 21+240 1 20 20 2 12 2410 22+035 1 5 5 2 12 2411 22+815 2 4 8 2 12 2412 23+350 2 19 38 2 12 2413 24+350 2 5 10 2 12 2414 24+850 2 4 8 2 12 2415 26+350 1 5 5 2 12 2416 29+340 1 25 25 2 12 2417 30+565 1 10 10 2 12 2418 33+250 1 28 28 2 12 2419 33+715 2 4 8 2 12 2420 34+250 1 12 12 2 12 2421 35+250 1 6 6 2 12 2422 36+500 1 12 12 2 12 2423 40+900 1 10 10 2 12 2424 42+690 1 5 5 2 12 2425 43+880 1 5 5 2 12 2426 44+690 1 25 25 2 12 2427 44+950 1 4 4 2 12 24

(c) New Minor Bridges for Hanuman Junction bypass

1 2+750 1 7.5 7.5 2 15.2 30.4

Width ArrangementSpan Arrangement

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2 5+391 2 16 32 2 15.2 30.4

(d) New Minor Bridges on Service Roads 0 0

1 1075+820 3 4.45 13.35 2 8.7 17.4

2 1072+737 3 6.8 20.4 2 8.7 17.4

3 1068+844 3 6.75 20.25 2 8.7 17.4

4 1067.326 6 6.75 40.5 2 8.7 17.4

5 1065+780 3 5.75 17.25 2 8.7 17.4

6 1062+540 2 3.9 7.8 2 8.7 17.4

7 1055+743 8 5.75 46 2 8.7 17.4

8 1037+246 1 9.3 9.3 2 8.7 17.4

9 1030+415 5 6.4 32 1 8.7 8.7

10 1022+851 2 7.2 14.4 1 8.7 8.7


1 22+815 2 4 8 2 8.7 17.4

2 24+850 2 4 8 2 8.7 17.4

3 40+900 1 10 10 2 8.7 17.4

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Area Imp code Typ sec Remarks

Sqm

212.2 2,4 6 Additional 2 lane str as str cannot be widened.

197.6 2,4 6 Providing separate bridge for service road

126.8 3, 4 4A Providing separate bridge for service road


193.8 3, 4 5 Providing separate bridge for service road193.8 3, 4 5 Providing separate bridge for service road

192.4 3, 4 8 Providing separate bridge for service road








437 3, 4 4A Providing separate bridge for service road



304 3,4 8 Providing separate bridge for service road


HT

744 New MIB Vijayawada Bypass

240 New MIB Vijayawada Bypass 3


























228 New MIB for Hanuman Junction bypass 3.5

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972.8 New MIB for Hanuman Junction bypass

0

232.3 New MIB on Service Roads

355 New MIB on Service Roads









139.2 New MIB on Sr Roads in Vwada bypass 2

139.2 New MIB on Sr Roads in Vwada bypass 2

174 New MIB on Sr Roads in Vwada bypass

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MainService

Road Type

77 1049+830 RHS - Box NV 1

86 1047+771 RHS - Box 1 x 5.00 1

128 1040+372 RHS - Box 1 x 1.50 1

133 1039+453 RHS - Box 1 x 4.60 1

143 1038+118 RHS - Box 1 x 4.00 1

144 1038+018 RHS - Box 1 x 2.00 1

153 1035+768 RHS - Box 1 x 2.00 1

158 1034+384 RHS - Box 1 x 1.50 1

159 1034+375 RHS - Box 1 x 1.50 1

160 1034+225 RHS - Box 1 x 5.00 1

125 1040+993 RHS - Box 1 x 2.00 1

1 1076+380 RHS - Box 1 x 2.30 2

5 1073+530 RHS - Box 1 x 1.20 2

8 1072+990 RHS - Box 1 x 1.20 2

9 1072+410 RHS - Box 1 x 1.50 212 1071+170 RHS - Box 1 x 2.50 2

13 1070+500 RHS - Box 1 x 1.50 2

14 1069+952 RHS - Box 1X1.90 2

16 1069+373 RHS - Box 1x2.50 2

18 1068+043 RHS - Box 1X2.00 2

21 1067+726 RHS - Box 1x1.7 2

25 1066+059 RHS - Box 1x1.10 2

45 1063+535 RHS - Box 1 x 4.50 2

46 1063+471 RHS - Box 1 x 4.26 2

47 1063+132 RHS - Box 1 x 4.26 2

48 1061+996 RHS - Box 1 x 4.20 2

49 1061+587 RHS - Box 1 x 2.44 2

50 1061+413 RHS - Box 1 x 5.46 2

51 1055+434 RHS - Box 1 x 4.40 2

62 1053+525 RHS - Box 1 x 1.20 2

63 1053+266 RHS - Box 1 x 5.60 2

72 1051+32 RHS - Box 1 x 5.00 2

89 1047+123 RHS - Box 1 x 1.00 2

120 1042+145 RHS - Box 1 x 3.60 2

148 1036+773 RHS - Box 1 x 4.00 2

S. NoChainage

(Km)

Carriageway Span Vents

x Length

(m)

Imp. Code

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Type sec

4

4

4

4

4

4

4

4

4

4

4

5

8

5

4A4A

4A

4A

4A

8

8

8

8

8

4A

4A

4A

4A

4A

4A

4A

4A

5

5

5

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S No Ch Total

Nos spans Span Nos spans Span length Nos Cways W of C way Nos Cways

77 1049+830 1 2 2 1 23 1

86 1047+771 1 5 5 1 23 1

128 1040+372 1 1.5 1.5 1 23 1

133 1039+453 1 4.6 4.6 1 23 1

143 1038+118 1 4 4 1 23 1144 1038+018 1 2 2 1 23 1

153 1035+768 1 2 2 1 23 1

158 1034+384 1 1.5 1.5 1 23 1

159 1034+375 1 1.5 1.5 1 23 1

160 1034+225 1 5 5 1 23 1

125 1040+993 1 2 2 1 23 1

1 1076+380 1 2.3 2.3 1 23 1

5 1073+530 1 1.2 1.2 1 23 1

8 1072+990 1 1.2 1.2 1 23 1

9 1072+410 1 1.5 1.5 1 23 1

12 1071+170 1 2.5 2.5 1 23 1

13 1070+500 1 1.5 1.5 1 23 114 1069+952 1 1.9 1.9 1 23 1

16 1069+373 1 2.5 2.5 1 23 1

18 1068+043 1 2 2 1 23 1

21 1067+726 1 1.7 1.7 1 23 1

25 1066+059 1 1.1 1.1 1 23 1

45 1063+535 1 4.5 4.5 1 23 1

46 1063+471 1 4.26 4.26 1 23 1

47 1063+132 1 4.26 4.26 1 23 1

48 1061+996 1 4.2 4.2 1 23 1

49 1061+587 1 2.44 2.44 1 23 1

50 1061+413 1 5.46 5.46 1 23 1

51 1055+434 1 4.4 4.4 1 23 162 1053+525 1 1.2 1.2 1 23 1

63 1053+266 1 5.6 5.6 1 23 1

72 1051+32 1 5 5 1 23 1

89 1047+123 1 1 1 1 23 1

120 1042+145 1 3.6 3.6 1 23 1

148 1036+773 1 4 4 1 23 1

10 1072+050 1 1.4 1.4 1 23 1

11 1071+740 1 2.5 2.5 1 23 1

Span Arrangement Exg Width Arrangement Pro Width

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W of C way Nos Cways W of C way width Sqm

30 1 8 8 16 1 4

30 1 8 8 40 1 4

30 1 8 8 12 1 4

30 1 8 8 36.8 1 4

30 1 8 8 32 1 430 1 8 8 16 1 4

30 1 8 8 16 1 4

30 1 8 8 12 1 4

30 1 8 8 12 1 4

30 1 8 8 40 1 4

30 1 8 8 16 1 4

30 1 8 8 18.4 2 5

30 1 8 8 9.6 2 8

30 1 8 8 9.6 2 5

30 1 8 8 12 2 4A

30 1 8 8 20 2 4A

30 1 8 8 12 2 4A30 1 8 8 15.2 2 4A

30 1 8 8 20 2 4A

30 1 8 8 16 2 8

30 1 8 8 13.6 2 8

30 1 8 8 8.8 2 8

30 1 8 8 36 2 8

30 1 8 8 34.08 2 8

30 1 8 8 34.08 2 4A

30 1 8 8 33.6 2 4A

30 1 8 8 19.52 2 4A

30 1 8 8 43.68 2 4A

30 1 8 8 35.2 2 4A30 1 8 8 9.6 2 4A

30 1 8 8 44.8 2 4A

30 1 8 8 40 2 4A

30 1 8 8 8 2 5

30 1 8 8 28.8 2 5

30 1 8 8 32 2 5

75 1 53 53 74.2 5 4A

75 1 53 53 132.5 5 8

1010.06

rrangement Req Width Arrangement

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S No Ch Total Total

Nos spans Span Nos spans Span length Nos Cways W of C way width

17 1068+314 1 2.5 2.5 1 48 48

167 1026+355 1 6.1 6.1 1 30 30

2 1075+7 1 2.5 2.5 1 48 48

3 1075+120 1 2 2 1 49.3 49.3

4 1073+700 1 1.2 1.2 1 49.3 49.3

59 1054+372 3 1.8 5.4 1 49.3 49.369 1052+001 1 1.1 1.1 1 49.3 49.3

74 1050+508 1 2 2 1 75 75

163 1033+668 1 3 3 1 49.3 49.3

Span Arrangement Width Arrangement

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Area Imp code Typ sec Remarks

Sqm

120 3 5 MC+Sr rd

183 3 6 MC

120 4 5 MC+Sr rd

98.6 4 8 MC+Sr rd

59.16 4 8 MC+Sr rd

266.22 4 8 MC+Sr rd54.23 4 8 MC+Sr rd

150 4 9 MC+Sr rd

147.9 4 8 MC+Sr rd

1199.11

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S No Ch Height of Total

Nos spans Span Nos spans Span box length Nos Cways W of C way

1 1076+380 1 2.3 2.3 2 9.5

5 1073+530 1 1.2 1.2 2 9.5

8 1072+990 1 1.2 1.2 2 9.5

9 1072+410 1 1.5 1.5 2 9.5

12 1071+170 1 2.5 2.5 2 9.513 1070+500 1 1.5 1.5 2 9.5

14 1069+952 1 1.9 1.9 2 9.5

16 1069+373 1 2.5 2.5 2 9.5

18 1068+043 1 2 2 2 9.5

21 1067+726 1 1.7 1.7 2 9.5

25 1066+059 1 1.1 1.1 2 9.5

45 1063+535 1 4.5 4.5 2 9.5

46 1063+471 1 4.26 4.26 2 9.5

47 1063+132 1 4.26 4.26 2 9.5

48 1061+996 1 4.2 4.2 2 9.5

49 1061+587 1 2.44 2.44 2 9.5

50 1061+413 1 5.46 5.46 2 9.5

51 1055+434 1 4.4 4.4 2 9.5

62 1053+525 1 1.2 1.2 2 9.5

63 1053+266 1 5.6 5.6 2 9.5

72 1051+32 1 5 5 2 9.5

89 1047+123 1 1 1 2 9.5

120 1042+145 1 3.6 3.6 2 9.5

148 1036+773 1 4 4 2 9.5

(b) New Culverts in Vijayawada Bypass

1 1+260 1 4 2 4 1 26

2 1+520 1 5 3 5 1 26

3 5+030 1 4 2 4 1 264 5+560 1 5 2 5 1 26

5 7+030 1 5 3 5 1 26

6 7+680 1 5 3 5 1 26

9 10+710 1 5 2 5 1 26

10 17+570 1 5 2 5 1 26

15 19+960 1 4 2 4 1 26

25 27+690 1 5 3 5 1 26

29 28+900 1 4 2 4 1 26

38 33+070 1 5 3 5 1 26

53 42+230 1 4 2 4 1 26

(c) New Culverts in Hanuman Junction Bypass

57 1+820 1 4 2 4 1 33

59 2+060 1 5 2 5 1 33

66 5+060 1 4 2 4 1 33

67 5+540 1 4 2 4 1 33

Width ArrangementSpan Arrangement

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width Sqm

19 43.7 2 5 Service road bridge on both sides



19 28.5 2 4A Service road bridge on both sides

19 47.5 2 4A Service road bridge on both sides19 28.5 2 4A Service road bridge on both sides



19 38 2 8 Service road bridge on both sides












19 95 2 4A Service road bridge on both sides




26 104 1

26 130 1

26 104 126 130 1

26 130 1

26 130 1

26 130 1

26 130 3

26 104 1

26 130 1

26 104 1

26 130 1

26 104 1

33 132 4

33 165 4

33 132 4

33 132 4

3438.08

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no span length total length

1 1064+415 1 6 6

2 1040+684 1 8.8 8.8

* The total width excludes the gap between two super structures, which will be

Pedestrian/Cattle Underpasses to be Repaired and WSpan arrangement (m)

S. No Chainage km

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Nos of CwaysW of each

cway

2 13.4 Repair approach slab settlement

2 13.4Repair approach slab settlement.

Repair damaged railing.

dictated by the roadway alignment

Remark

idenedWidth of the structure in m

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S No Ch Total

Nos spans Span Nos spans Span length Nos Cways

1 1064+415 1 6 6 2

2 1040+684 1 8.8 8.8 2

Span Arrangement Exg Width

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Total Area Imp code Typ sec

W of C way Nos Cways W of C way Nos Cways W of C way width Sqm

12 2 13.4 2 2.4 4.8 28.8

12 2 13.4 3 2.4 7.2 63.36

rrangement Pro Width Arrangement Req Width Arrangement

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Remarks

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S No Ch Total Minimum

Nos spans Span Nos spans Span Nos spans Span length V clearence

Vijayawada Bypass 0

1 3+980 1 7.5 7.5 3.5

2 22+800 1 7.5 7.5 3.5

3 24+695 1 7.5 7.5 3.5

4 35+950 1 7.5 7.5 3.5

5 40+080 1 7.5 7.5 3.5

6 41+120 1 7.5 7.5 3.5

Vijayawada Gundugolanu Section 0 3.5

7 1073+705 1 7.5 7.5 3.5

8 1068+955 1 7.5 7.5 3.5

9 1067+920 1 7.5 7.5 3.5

10 1066+180 1 7.5 7.5 3.5

11 1065+260 1 7.5 7.5 3.5

12 1054+310 1 7.5 7.5 3.5

13 1051+940 1 7.5 7.5 3.5

Span Arrangement

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Nos Cways W of C way width Sqm

0 0

2 12 24 180

2 12 24 180

2 12 24 180

2 12 24 180

2 12 24 180

2 12 24 180

2 13.4 26.8 201 Atkur

2 13.4 26.8 201 Telaprolu Access

2 13.4 26.8 201 Ambapuram

2 13.4 26.8 201 Kodurupadu Acecess

2 13.4 26.8 201 Veeravalli

2 13.4 26.8 201 Bommuluru

2 13.4 26.8 201 Dasarigudem

Width Arrangement

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Structure Inventory for NH-5 Vijaywada - Gundugolanu Highway

MIBs

Widening of MIBs

os span Span Height width

15 1026+335RW 1 6.80 3.50 6.45 6.80 6

15 1026+335LW 1 6.80 3.50 6.45 6.80 6

9 1043+091RW 1 8.80 4.50 4.20 8.80 4

9 1043+091LW 1 8.80 4.50 4.20 8.80 4

10 1043+055RW 1 8.80 4.50 4.20 8.80 4

10 1043+055LW 1 8.80 4.50 4.20 8.80 4

11 1037+246RW 1 9.30 3.00 2.40 9.30 4

11 1037+246LW 1 9.30 3.00 2.40 9.30 4

6 1062+540RW 2 3.90 2.50 6.00 7.80 4A

6 1062+540LW 2 3.90 2.50 6.00 7.80 4A

17 1022+851RW 2 7.20 3.00 4.20 14.40 417 1022+851LW 4 3.60 3.00 7.95 14.40 4

1 1075+820RW 3 4.45 3.00 4.20 13.35 4A

1 1075+820LW 3 4.45 3.00 5.90 13.35 4A

12 1036+052RW 3 5.20 2.50 4.20 15.60 4

12 1036+052LW 3 5.20 2.50 4.20 15.60 4

5 1065+78RW 3 5.75 2.75 4.20 17.25 5

5 1065+78LW 3 5.75 2.75 5.80 17.25 5

3 1068+844RW 3 6.75 4.50 4.20 20.25 8

3 1068+844LW 3 6.75 4.50 5.90 20.25 8

2 1072+737RW 3 6.80 2.50 6.00 20.40 5

2 1072+737LW 3 6.80 2.50 7.90 20.40 5

8 1048+338RW 5 6.00 4.50 5.90 30.00 4

8 1048+338LW 5 6.00 4.50 5.90 30.00 4

14 1030+415RW 5 6.40 3.50 7.65 32.00 8

14 1030+415LW 5 6.40 3.50 5.85 32.00 8

4 1067+326RW 6 6.75 5.00 5.90 40.50 4A

4 1067+326LW 6 6.75 5.00 7.70 40.50 4A

16 1024+188RW 7 6.70 3.00 7.70 46.90 6

16 1024+188LW 7 6.70 3.00 7.70 46.90 6

7 1055+743RW 8 5.75 8.00 5.95 46.00 4A

7 1055+743LW 8 5.75 8.00 4.90 46.00 4A

New Construction of MIBs

S No Ch Span Arrangement Total Total Typ sec

Nos span Span Height width length

11 1037+246RN 1 9.30 3.00 9.50 9.30 4

11 1037+246LN 1 9.30 3.00 9.50 9.30 4

6 1062+540RN 2 3.90 2.50 9.50 7.80 4A

6 1062+540LN 2 3.90 2.50 9.50 7.80 4A

17 1022+851RN 2 7.20 3.00 9.50 14.40 4

1 1075+820RN 3 4.45 3.00 9.50 13.35 4A

1 1075+820LN 3 4.45 3.00 9.50 13.35 4A

Sr. No. ChainageSpan Arrangement Total

LengthTypical

C/S

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os span Span Height widthSr. No. Chainage

Span Arrangement Total

Length

Typical

C/S

5 1065+78RN 3 5.75 2.75 9.50 17.25 5

5 1065+78LN 3 5.75 2.75 9.50 17.25 5

3 1068+844RN 3 6.75 4.50 9.50 20.25 8

3 1068+844LN 3 6.75 4.50 9.50 20.25 8

2 1072+737RN 3 6.80 2.50 9.50 20.40 5

2 1072+737LN 3 6.80 2.50 9.50 20.40 5

14 1030+415RN 5 6.40 3.50 9.50 32.00 8

4 1067+326RN 6 6.75 3.50 9.50 40.50 4A

4 1067+326LN 6 6.75 5.00 9.50 40.50 4A

7 1055+743RN 8 5.75 8.00 9.50 46.00 4A

(b) New Minor Bridges for Vijayawada Bypass

5 10+450 1 4.00 2.00 24.00 4.00

27 44+950 1 4.00 2.00 24.00 4.00

6 10+980 1 5.00 2.00 24.00 5.00

24 42+690 1 5.00 2.00 24.00 5.00

25 43+880 1 5.00 2.00 24.00 5.00

4 9+560 1 5.00 3.00 24.00 5.00

10 22+035 1 5.00 3.00 24.00 5.00

15 26+350 1 5.00 3.00 24.00 5.0021 35+250 1 6.00 2.00 24.00 6.00

7 13+020 2 4.00 2.00 24.00 8.00

8 19+305 2 4.00 2.00 24.00 8.00

11 22+815 2 4.00 2.00 24.00 8.00

14 24+850 2 4.00 2.00 24.00 8.00

19 33+715 2 4.00 2.00 24.00 8.00

13 24+350 2 5.00 2.00 24.00 10.00

2 5+840 2 5.00 3.00 24.00 10.00

(c) New Minor Bridges for Hanuman Junction bypass

1 2+750 1 7.50 3.50 30.40 7.50

(d) New Minor Bridges on Service Roads

8 1037+246S 1 9.30 3.00 17.40 9.306 1062+540S 2 3.90 2.50 17.40 7.80

10 1022+851S 2 7.20 3.00 8.70 14.40

1 1075+820S 3 4.45 3.00 17.40 13.35

5 1065+780S 3 5.75 2.75 17.40 17.25

3 1068+844S 3 6.75 4.50 17.40 20.25

2 1072+737S 3 6.80 2.50 17.40 20.40

9 1030+415S 5 6.40 3.50 8.70 32.00

4 1067+326S 6 6.75 5.00 17.40 40.50

7 1055+743S 8 5.75 8.00 17.40 46.00


1 22+815 2 4.00 6.00 17.40 8.00

2 24+850 2 4.00 3.50 17.40 8.00

Box Culverts


89 1047+123 1 1.00 1.00 8.00 1.00 5

25 1066+059 1 1.10 1.00 8.00 1.10 8

5 1073+530 1 1.20 1.20 8.00 1.20 8

8 1072+990 1 1.20 1.20 8.00 1.20 5


Length

Typical

C/S

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Length

Typical

C/S

62 1053+525 1 1.20 1.20 8.00 1.20 4A

10 1072+050 1 1.40 1.50 53.00 1.40 4A

128 1040+372 1 1.50 1.50 8.00 1.50 4

158 1034+384 1 1.50 1.50 8.00 1.50 4

159 1034+375 1 1.50 1.50 8.00 1.50 4

9 1072+410 1 1.50 1.50 8.00 1.50 4A

13 1070+500 1 1.50 1.50 8.00 1.50 4A

21 1067+726 1 1.70 1.50 8.00 1.70 8

14 1069+952 1 1.90 1.50 8.00 1.90 4A

77 1049+830 1 2.00 2.00 8.00 2.00 4

144 1038+018 1 2.00 2.00 8.00 2.00 4

153 1035+768 1 2.00 2.00 8.00 2.00 4

125 1040+993 1 2.00 2.00 8.00 2.00 4

18 1068+043 1 2.00 2.00 8.00 2.00 8

1 1076+380 1 2.30 2.00 8.00 2.30 5

49 1061+587 1 2.44 2.00 8.00 2.44 4A

12 1071+170 1 2.50 2.50 8.00 2.50 4A

16 1069+373 1 2.50 2.50 8.00 2.50 4A

11 1071+740 1 2.50 2.50 53.00 2.50 8120 1042+145 1 3.60 3.00 8.00 3.60 5

143 1038+118 1 4.00 3.00 8.00 4.00 4

148 1036+773 1 4.00 3.00 8.00 4.00 5

48 1061+996 1 4.20 3.00 8.00 4.20 4A

46 1063+471 1 4.26 3.00 8.00 4.26 8

47 1063+132 1 4.26 3.00 8.00 4.26 4A

51 1055+434 1 4.40 3.00 8.00 4.40 4A

45 1063+535 1 4.50 3.00 8.00 4.50 8

133 1039+453 1 4.60 3.50 8.00 4.60 4

86 1047+771 1 5.00 3.50 8.00 5.00 4

160 1034+225 1 5.00 3.50 8.00 5.00 4

72 1051+32 1 5.00 3.50 8.00 5.00 4A50 1061+413 1 5.46 3.50 8.00 5.46 4A

63 1053+266 1 5.60 3.50 8.00 5.60 4A

69 1052+001 1 1.10 1.00 49.30 1.10 8

4 1073+700 1 1.20 1.00 49.30 1.20 8

3 1075+120 1 2.00 1.50 49.30 2.00 8

74 1050+508 1 2.00 1.50 75.00 2.00 9

17 1068+314 1 2.50 2.00 48.00 2.50 5

2 1075+7 1 2.50 2.00 75.00 2.50 5

163 1033+668 1 3.00 2.50 49.30 3.00 8

167 1026+355 1 6.10 3.00 30.00 6.10 6

59 1054+372 3 1.80 1.50 49.30 5.40 8

89 1047+123 1 1.00 1.00 19.00 1.00 5

25 1066+059 1 1.10 1.00 19.00 1.10 8

5 1073+530 1 1.20 1.00 19.00 1.20 8

8 1072+990 1 1.20 1.00 19.00 1.20 5

62 1053+525 1 1.20 1.00 19.00 1.20 4A

9 1072+410 1 1.50 1.50 19.00 1.50 4A

13 1070+500 1 1.50 1.50 19.00 1.50 4A

21 1067+726 1 1.70 1.50 19.00 1.70 8

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Length

Typical

C/S

14 1069+952 1 1.90 1.50 19.00 1.90 4A

18 1068+043 1 2.00 2.00 19.00 2.00 8

1 1076+380 1 2.30 2.00 19.00 2.30 5

49 1061+587 1 2.44 2.00 19.00 2.44 4A

12 1071+170 1 2.50 2.00 19.00 2.50 4A

16 1069+373 1 2.50 2.00 19.00 2.50 4A

120 1042+145 1 3.60 2.50 19.00 3.60 5

148 1036+773 1 4.00 2.50 19.00 4.00 5

48 1061+996 1 4.20 2.50 19.00 4.20 4A

46 1063+471 1 4.26 2.50 19.00 4.26 8

47 1063+132 1 4.26 2.50 19.00 4.26 4A

51 1055+434 1 4.40 3.00 19.00 4.40 4A

45 1063+535 1 4.50 3.00 19.00 4.50 8

72 1051+32 1 5.00 3.00 19.00 5.00 4A

50 1061+413 1 5.46 3.00 19.00 5.46 4A

63 1053+266 1 5.60 3.00 19.00 5.60 4A

1 1+260 1 4.00 2.00 26.00 4.00 1

3 5+030 1 4.00 2.00 26.00 4.00 1

15 19+960 1 4.00 2.00 26.00 4.00 129 28+900 1 4.00 2.00 26.00 4.00 1

53 42+230 1 4.00 2.00 26.00 4.00 1

2 1+520 1 5.00 3.00 26.00 5.00 1

4 5+560 1 5.00 2.00 26.00 5.00 1

5 7+030 1 5.00 3.00 26.00 5.00 1

6 7+680 1 5.00 3.00 26.00 5.00 1

9 10+710 1 5.00 2.00 26.00 5.00 1

10 17+570 1 5.00 2.00 26.00 5.00 3

25 27+690 1 5.00 3.00 26.00 5.00 1

38 33+070 1 5.00 3.00 26.00 5.00 1

57 1+820 1 4.00 2.00 33.00 4.00 4

66 5+060 1 4.00 2.00 33.00 4.00 467 5+540 1 4.00 2.00 33.00 4.00 4

59 2+060 1 5.00 2.00 33.00 5.00 4

VUP/CUP


1 1064+415 1 6.00 3.50 4.80 6.00

2 1040+684 1 8.80 3.50 7.20 8.80

1 3+980 1 7.50 3.50 24.00 7.50

2 22+800 1 7.50 3.50 24.00 7.503 24+695 1 7.50 3.50 24.00 7.50

4 35+950 1 7.50 3.50 24.00 7.50

5 40+080 1 7.50 3.50 24.00 7.50

6 41+120 1 7.50 3.50 24.00 7.50

7 1073+705 1 7.50 3.50 26.80 7.50

8 1068+955 1 7.50 3.50 26.80 7.50

9 1067+920 1 7.50 3.50 26.80 7.50

10 1066+180 1 7.50 3.50 26.80 7.50

11 1065+260 1 7.50 3.50 26.80 7.50


Length

Typical

C/S

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Length

Typical

C/S

12 1054+310 1 7.50 3.50 26.80 7.50

13 1051+940 1 7.50 3.50 26.80 7.50

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Length

Typical

C/S

5 1065+78LW 3 5.75 2.75 5.80 17.25 5

5 1065+78RN 3 5.75 2.75 9.50 17.25 5

5 1065+78LN 3 5.75 2.75 9.50 17.25 5

5 1065+780S 3 5.75 2.75 17.40 17.25

3 1068+844RW 3 6.75 4.50 4.20 20.25 8

3 1068+844LW 3 6.75 4.50 5.90 20.25 8

3 1068+844RN 3 6.75 4.50 9.50 20.25 8

3 1068+844LN 3 6.75 4.50 9.50 20.25 8

3 1068+844S 3 6.75 4.50 17.40 20.25

2 1072+737RW 3 6.80 2.50 6.00 20.40 5

2 1072+737LW 3 6.80 2.50 7.90 20.40 5

2 1072+737RN 3 6.80 2.50 9.50 20.40 5

2 1072+737LN 3 6.80 2.50 9.50 20.40 5

2 1072+737S 3 6.80 2.50 17.40 20.40

8 1048+338RW 5 6.00 4.50 5.90 30.00 4

8 1048+338LW 5 6.00 4.50 5.90 30.00 4

14 1030+415RW 5 6.40 3.50 7.65 32.00 8

14 1030+415LW 5 6.40 3.50 5.85 32.00 8

14 1030+415RN 5 6.40 3.50 9.50 32.00 89 1030+415S 5 6.40 3.50 8.70 32.00

4 1067+326RN 6 6.75 3.50 9.50 40.50 4A

4 1067+326RW 6 6.75 5.00 5.90 40.50 4A

4 1067+326LW 6 6.75 5.00 7.70 40.50 4A

4 1067+326LN 6 6.75 5.00 9.50 40.50 4A

4 1067+326S 6 6.75 5.00 17.40 40.50

16 1024+188RW 7 6.70 3.00 7.70 46.90 6

16 1024+188LW 7 6.70 3.00 7.70 46.90 6

7 1055+743RW 8 5.75 8.00 5.95 46.00 4A

7 1055+743LW 8 5.75 8.00 4.90 46.00 4A

7 1055+743RN 8 5.75 8.00 9.50 46.00 4A

7 1055+743S 8 5.75 8.00 17.40 46.00

Box Culverts


89 1047+123 1 1.00 1.00 8.00 1.00 5

89 1047+123 1 1.00 1.00 19.00 1.00 5

25 1066+059 1 1.10 1.00 8.00 1.10 8

69 1052+001 1 1.10 1.00 49.30 1.10 8

25 1066+059 1 1.10 1.00 19.00 1.10 8

4 1073+700 1 1.20 1.00 49.30 1.20 8

5 1073+530 1 1.20 1.00 19.00 1.20 88 1072+990 1 1.20 1.00 19.00 1.20 5

62 1053+525 1 1.20 1.00 19.00 1.20 4A

5 1073+530 1 1.20 1.20 8.00 1.20 8

8 1072+990 1 1.20 1.20 8.00 1.20 5

62 1053+525 1 1.20 1.20 8.00 1.20 4A

10 1072+050 1 1.40 1.50 53.00 1.40 4A

128 1040+372 1 1.50 1.50 8.00 1.50 4

158 1034+384 1 1.50 1.50 8.00 1.50 4

159 1034+375 1 1.50 1.50 8.00 1.50 4


Length

Typical

C/S

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Length

Typical

C/S

9 1072+410 1 1.50 1.50 8.00 1.50 4A

13 1070+500 1 1.50 1.50 8.00 1.50 4A

9 1072+410 1 1.50 1.50 19.00 1.50 4A

13 1070+500 1 1.50 1.50 19.00 1.50 4A

21 1067+726 1 1.70 1.50 8.00 1.70 8

21 1067+726 1 1.70 1.50 19.00 1.70 8

14 1069+952 1 1.90 1.50 8.00 1.90 4A

14 1069+952 1 1.90 1.50 19.00 1.90 4A

3 1075+120 1 2.00 1.50 49.30 2.00 8

74 1050+508 1 2.00 1.50 75.00 2.00 9

77 1049+830 1 2.00 2.00 8.00 2.00 4

144 1038+018 1 2.00 2.00 8.00 2.00 4

153 1035+768 1 2.00 2.00 8.00 2.00 4

125 1040+993 1 2.00 2.00 8.00 2.00 4

18 1068+043 1 2.00 2.00 8.00 2.00 8

18 1068+043 1 2.00 2.00 19.00 2.00 8

1 1076+380 1 2.30 2.00 8.00 2.30 5

1 1076+380 1 2.30 2.00 19.00 2.30 5

49 1061+587 1 2.44 2.00 8.00 2.44 4A49 1061+587 1 2.44 2.00 19.00 2.44 4A

17 1068+314 1 2.50 2.00 48.00 2.50 5

2 1075+7 1 2.50 2.00 75.00 2.50 5

12 1071+170 1 2.50 2.00 19.00 2.50 4A

16 1069+373 1 2.50 2.00 19.00 2.50 4A

12 1071+170 1 2.50 2.50 8.00 2.50 4A

16 1069+373 1 2.50 2.50 8.00 2.50 4A

11 1071+740 1 2.50 2.50 53.00 2.50 8

163 1033+668 1 3.00 2.50 49.30 3.00 8

120 1042+145 1 3.60 2.50 19.00 3.60 5

120 1042+145 1 3.60 3.00 8.00 3.60 5

1 1+260 1 4.00 2.00 26.00 4.00 13 5+030 1 4.00 2.00 26.00 4.00 1

15 19+960 1 4.00 2.00 26.00 4.00 1

29 28+900 1 4.00 2.00 26.00 4.00 1

53 42+230 1 4.00 2.00 26.00 4.00 1

57 1+820 1 4.00 2.00 33.00 4.00 4

66 5+060 1 4.00 2.00 33.00 4.00 4

67 5+540 1 4.00 2.00 33.00 4.00 4

148 1036+773 1 4.00 2.50 19.00 4.00 5

143 1038+118 1 4.00 3.00 8.00 4.00 4

148 1036+773 1 4.00 3.00 8.00 4.00 5

48 1061+996 1 4.20 2.50 19.00 4.20 4A

48 1061+996 1 4.20 3.00 8.00 4.20 4A

46 1063+471 1 4.26 2.50 19.00 4.26 8

47 1063+132 1 4.26 2.50 19.00 4.26 4A

46 1063+471 1 4.26 3.00 8.00 4.26 8

47 1063+132 1 4.26 3.00 8.00 4.26 4A

51 1055+434 1 4.40 3.00 8.00 4.40 4A

51 1055+434 1 4.40 3.00 19.00 4.40 4A

45 1063+535 1 4.50 3.00 8.00 4.50 8

45 1063+535 1 4.50 3.00 19.00 4.50 8

133 1039+453 1 4.60 3.50 8.00 4.60 4

7/30/2019 111230 Str Inventry

72/72



Length

Typical

C/S

4 5+560 1 5.00 2.00 26.00 5.00 1

9 10+710 1 5.00 2.00 26.00 5.00 1

10 17+570 1 5.00 2.00 26.00 5.00 3

59 2+060 1 5.00 2.00 33.00 5.00 4

72 1051+32 1 5.00 3.00 19.00 5.00 4A

2 1+520 1 5.00 3.00 26.00 5.00 1

5 7+030 1 5.00 3.00 26.00 5.00 1

6 7+680 1 5.00 3.00 26.00 5.00 1

25 27+690 1 5.00 3.00 26.00 5.00 1

38 33+070 1 5.00 3.00 26.00 5.00 1

86 1047+771 1 5.00 3.50 8.00 5.00 4

160 1034+225 1 5.00 3.50 8.00 5.00 4

72 1051+32 1 5.00 3.50 8.00 5.00 4A

50 1061+413 1 5.46 3.00 19.00 5.46 4A

50 1061+413 1 5.46 3.50 8.00 5.46 4A

63 1053+266 1 5.60 3.00 19.00 5.60 4A

63 1053+266 1 5.60 3.50 8.00 5.60 4A

167 1026+355 1 6.10 3.00 30.00 6.10 6

59 1054+372 3 1.80 1.50 49.30 5.40 8

VUP/CUP


1 1064+415 1 6.00 3.50 4.80 6.00

1 3+980 1 7.50 3.50 24.00 7.50

2 22+800 1 7.50 3.50 24.00 7.50

3 24+695 1 7.50 3.50 24.00 7.50

4 35+950 1 7.50 3.50 24.00 7.50

5 40+080 1 7.50 3.50 24.00 7.50

6 41+120 1 7.50 3.50 24.00 7.507 1073+705 1 7.50 3.50 26.80 7.50

8 1068+955 1 7.50 3.50 26.80 7.50

9 1067+920 1 7.50 3.50 26.80 7.50

10 1066+180 1 7.50 3.50 26.80 7.50

11 1065+260 1 7.50 3.50 26.80 7.50

12 1054+310 1 7.50 3.50 26.80 7.50

13 1051+940 1 7.50 3.50 26.80 7.50

2 1040+684 1 8.80 3.50 7.20 8.80


Length

Typical

C/S

111230 str inventry

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