List of Available Type Plans of Bridges

1. Contents A) Design Circle Type plans (2002)
2.  B) M.O.S.T/M.O.R.T.H. Volume (I) june 1991
3.  B) M.O.S.T/M.O.R.T.H. Volume (II) june 1991
4.  B) M.O.S.T/M.O.R.T.H. Volume (III) june 1991
5.  B) M.O.S.T/M.O.R.T.H. Old Volume (II)
6.  C) Rural Road Manual
7.  D) Railways
8.  E) IRC SP - 13/2004
9.  F) Bridge Type Plans for Super Structure year 2018
10.  G) Bridge type plans 2023

A) Design Circle Type plans (2002)

Sr. No.	Component	span	Height	Founding strata	velocity	Bridge width	Skew Angle	Grade of concrete	Grade of steel
1	Solid Slab	3m to 10 m				i)   4.25 m	upto 30o	M-25	Fe-415
						ii) 6.00 m
						iii)  7.50 m
						iv)  12.00 m
2	Piers	3m to 10 m		i) Rock	2		upto 30o	M-15	Fe-415
					3
					4
					5
					6
				ii) Soil	3
					4.5
3	Abutment	3	3	(i) Rock (ii) soil and iii)   Raft			upto 30o	M-15	Fe-415
			4
		4	3
			4
			5
		5	3
			4
			5
			6
		6	3
			4.5
			6
			7.5
		7	4
			5.5
			7
			8.5
		8	4.5
			6
			7.5
			9
		9	4.5
			6
			7.5
			9
			10
		10	5
			6.5
			8
			9.5
			11
4	Raft Foundations	3m to 5 m					upto 30o	M-20	Fe-415
		6m to 10 m					upto 30o	M-25
5	Arch Causeway			Raft/Open		i) 6.00 m		M-25	Fe-415
						ii)  9.0 m
						iii)  12.00 m
6	Box cell	2mx2m to 6mx6m						M-25	Fe-415
7	Spine slab	Span length 11m to 20m						M-25	Fe-415
8	Skew Slab	3m to 10 m					upto 30o	M-25	Fe-415

 B) M.O.S.T/M.O.R.T.H. Volume (I) june 1991

Sr. No.	Component	span	Depth of superstructure (m)	Girder Spacing (m)	Bridge width (m)	Deck slab Thk (mm)	Grade of concrete	Grade of steel	Year
1	PSC girder + RC slab	30m w/o FP	2.5	2.5	8.23	295	M-40	Fe-415	33390
		30m with FP	2.5	3	11.23	295	M-40	Fe-415	33390
		35m with fp	2.95	3	11.23	295	M-40	Fe-415	33390
		40m w/o fp	3.35	2.5	8.23	295	M-40	Fe-415	33390

 B) M.O.S.T/M.O.R.T.H. Volume (II) june 1991

Sr. No.	Component	span	Depth of superstructure (m)	Girder Spacing (m)	Bridge width (m)	Deck slab Thk (mm)	Grade of concrete	Grade of steel	Year
2	Slab w/o fp	3m to 10 m			11.45	295	M-25	Fe-415
	Slab with fp	3m to 10 m			12	295	M-30	Fe-415

 B) M.O.S.T/M.O.R.T.H. Volume (III) june 1991

Sr. No.	Component	span	type of bearing	Girder Spacing (m)	Bridge width (m)	Deck slab Thk (mm)	Grade of concrete	Grade of steel	Year
3	RCC T beam + slab	10	Rocker and roller	2.65	12	336	M-25 moderate and M-30 severe	Fe-415
		12	Rocker and roller	2.65	12	336	M-25 moderate & M-30 severe	Fe-416
		14	Rocker and roller	2.65	12	336	M-25 moderate & M-30 severe	Fe-417
		16	Rocker and roller	2.65	12	336	M-25 moderate & M-30 severe	Fe-418
		18	Elastomeric	2.65	12	336	M-25 moderate & M-30 severe	Fe-419
		21	Elastomeric	2.65	12	336	M-25 moderate & M-30 severe	Fe-420
		24	Elastomeric	2.65	12	336	M-25 moderate & M-30 severe	Fe-421

 B) M.O.S.T/M.O.R.T.H. Old Volume (II)

Sr. No.	Component	span	Depth of superstructure (m)	Girder Spacing (m)	Bridge width (m)	Deck slab Thk (mm)	Grade of concrete	Grade of steel	Year
4	Slab w/o fp	3.37m to 10.37 m			7.5	15o	M-20	Fe-415	1983
					7.5	30o
					7.5	45o
					7.5	60o
	Slab with fp	3.37m to 10.37 m			8.725	15o	M-20	Fe-415	1983
					8.725	30o
					8.725	45o
					8.725	60o

 C) Rural Road Manual

Sr. No.	Component	span	Height	Foundation	Bridge width (m)	Carriage way	Grade of concrete	Grade of steel	Year
1	Pipe Culvert				i)   4.25 m
					ii) 6.00 m
					iii)  7.50 m
					iv)  12.00 m
2	Piers		upto7.5 m		i)     4.25 m		1:1.5:3
					ii)    7.50 m
3	Return wall & wing wall
4	Masonry Arch Bridge				i) 6.00 m
					ii)  9.0 m
					iii)  12.00 m
5	Box cell	2mx2m to 5mx5m
6	Bridges on Sandy bed
7	Slab	1.5 to 6m			6	5.5	M-25	Fe-415
		8			6	5.5	M-20	Fe-415
		10			6	5.5	M-20	Fe-415
		12			6	5.5	M-20	Fe-415
		15			6	5.5	M-20	Fe-415
		1.5 to 6m			7.5	6.6	M-25	Fe-415
		8			7.5	6.6	M-20	Fe-415
		10			7.5	6.6	M-20	Fe-415
		12			7.5	6.6	M-20	Fe-415
		15			7.5	6.6	M-20	Fe-415

 D) Railways

Sr. No.	Component	span	Lanes	No. Of Girders	Bridge width (m)	Carriage way	Grade of concrete	Grade of steel	Year
1	girder + RC slab	24	2	4	9.9
			2	4	10.1
			2	4	11.8
			3	5	12.9
			3	5	13.4
			3	6	14.8
2	Bowstring + RC slab	36	2	Bowstring	12
			2	Bowstring	12
			2	Bowstring	12
			3	Bowstring	12
			3	Bowstring	12
			3	Bowstring	12
3	Bowstring + RC slab	42	2	Bowstring	12
			2	Bowstring	12
			2	Bowstring	12
			3	Bowstring	12
			3	Bowstring	12
			3	Bowstring	12
4	Bowstring + RC slab	48	2	Bowstring	12
			2	Bowstring	12
			2	Bowstring	12
			3	Bowstring	12
			3	Bowstring	12
			3	Bowstring	12

 E) IRC SP - 13/2004

Sr. No.	Component	span	with or w/o fp	earth cushion	Bridge width	Skew Angle	Grade of concrete	Grade of steel	Year
1	RCC Solid Slab	3m to 10 m	with		i)   4.25 m		M-25	Fe-415	2004
					ii) 6.00 m
					iii)  7.50 m
					iv)  12.00 m
2	RCC Solid Slab	3m to 10 m	w/o		i)   4.25 m		M-25	Fe-415	2004
					ii) 6.00 m
					iii)  7.50 m
					iv)  12.00 m
3	Box cell	2mx2m to 8mx7m		with			M-25	Fe-415	2004
4	Box cell	2mx2m to 3mx3m		w/o			M-25	Fe-415	2004

Working of Type Plans Maharashtra PWD Plan 2018 and 2023 in Progress

 F) Bridge Type Plans for Super Structure year 2018

 G) Bridge type plans 2023