FREQUENTLY USED REFERENCES by HIGHWAY FIELD ENGINEERS
V. VENKATA NARAYANA vvnhighways.blogspot.in
FREQUENTLY USED REFERENCES by HIGHWAY FIELD ENGINEERS
∞∞∞ 0 ∞∞∞ FREQUENTLY
USED
REFERENCES
by
HIGHWAY FIELD ENGINEERS is the collection of TABLES and NOTES from the codes MoRT&H, IRC:73, IRC:86, IRC:15, IRC:58 and IS 456 and are presented in a single Book in PDF format. The details of TABLES and NOTES are tabulated in the contents of the book. The page numbers are shown against the TABLE or NOTE. Any TABLE or NOTE can be accessed directly by entering the relevant page number in page navigator text box of PDF book and pressing enter key. This BOOK can be downloaded to SMART PHONE and used as ready reference any where. The details of Codes and their Contents are further explained at the end of the book from page number 60.
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REPORT
3
FREQUENTLY USED REFERENCES by HIGHWAY FIELD ENGINEERS Page No
TABLE No - CONTENTS
1
Cover
2
Report
3
CONTENTS MORT&H ( 4 th Revision)
6
Road Cross Section of Flexible Pavement
6
Road Cross Section of Rigid Pavement
6
General rules for the Measurement of Works for Payment
7
300-1 Density requirements of EMBANKMENT and SUBGRADE MATERIALS
7
300-2 Compaction requirements of EMBANKMENT and SUBGRADE MATERIALS
7
400-1 Grading for Closed Graded GRANULAR SUB-BASE Materials
8
400-2 Grading for Coarse Graded GRANULAR SUB-BASE Materials
8 8
400-10 Physical requirement of COARSE AGGREGATES for WET MIX MACADAM for SUB-BASE/ BASE COURSES 400-1 Grading requirement of AGGREGATES for WET MIX MACADAM
9
500-1 Viscosity requirement and quantity of BITUMINOUS PRIMER
9
500-2 Rate of application of TACK COAT
9
500-3 Physical requirements for COARSE AGGREGATES for BITUMINOUS MACADAM
9
500-4 Composition of BITUMINOUS MACADAM
10
500-5 Manufacturing and Rolling TEMPERATURES
10
500-8 Physical requirements for COARSE AGGREGATES for BITUMINOUS MACADAM
10
500-9 Grading requirements for MINERAL FILLER
11
500-10 Composition of DENSE GRADED BITUMINOUS MACADAM Pavement Layers.
11
500-11 Requirement for DENSE GRADED BITUMINOUS MACADAM
11
500-12 Minimum Percent voids in MINERAL AGGREGATE (VMA)
12
500-13 PERMISSIBLE VARIATIONS FROM THE JOB MIX FORMULA
12
500-14 PHYSICAL REQUIREMENTS FOR COARSE AGGREGATE FOR SEMI DENSE BITUMINOUS CONCRETE PAVEMENT LAYERS 500-15 Composition of SEMI DENSE BITUMINOUS CONCRETE PAVEMENT LAYERS. 500-16 REQUIREMENTS FOR SEMI DENSE BITUMINOUS PAVEMENT LAYERS
12 13 13 14
500-17 PHYSICAL REQUIREMENTS for COARSE AGGREGATE FOR BITUMINOUS CONCRETE LAYERS 500-18 COMPOSITION OF BITUMINOUS CONCRETE PAVEMENT LAYERS.
14
500-19. REQUIREMENTS FOR BITUMINOUS PAVEMENT LAYERS
15
500-20 NOMINAL RATES OF SPREAD FOR BINDER AND CHIPPINGS
15
500-21 GRADING REQUIREMENTS FOR CHIPS FOR SURFACE DRESSING
16
500-22 SPRAYING TEMPERATURES FOR BINDERS
16 16
500-26 AGGREGATE GRADATION OF 512 CLOSE GRADED PREMIX SURFACING/MIXED SEAL SURFACING. 500-27 SIZE REQUIREMENTS FOR COARSE STONE AGGREGATES
17
600-1 AGGREGATE GRADATION FOR DRY LEAN CONCRETE
17
600-3 PAYMENT ADJUSTMENT FOR DEFICIENCY IN THICKNESS
17
900-1 TOLERANCES IN SURFACE LEVELS
18
900-3 CONTROL TESTS AND THEIR MINIMUM FREQUENCY FOR SUB. BASES AND BASES (EXCLUDING BITUMEN BOUND BASES) - Granular 900-3 --- DO --- Wet Mix Macadam
18
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CONTENTS
4 Page No 19 19 20 20 21 23
TABLE No - CONTENTS 900-4 CONTROL TESTS FOR BITUMINOUS WORKS, AND THEIR MINIMUM FREQUENCY Prime Coat/ Tack Coat 900-4 --- DO --- Surface Dressing 900-4 --- DO --- Close-Graded Premix Surfacing. 900-4 --- DO --- Bituminous Macadam. 900-4 --- DO --- DBM/SDBC/BC
23
900-6 FREQUENCY OF QUALITY CONTROL TESTS FOR PAVING QUALITY CONCRETE Cement. 900-6 --- DO --- Coarse and Fine Aggregate .
23
900-6
--- DO ---
Coarse Aggregate.
23
900-6
--- DO ---
Water.
23
900-6
--- DO ---
Concrete.
24
1000-1 REQUIREMENTS OF COARSE AGGREGATE
25
1000-2 REQUIREMENTS OF FINE AGGREGATE
25
1700-1 Grades of CONCRETE
25
26
1700-2 FOR BRIDGES WITH PRE-STRESSED CONCRETE OR THOSE WITH INDIVIDUAL SPAN LENGTHS MORE THAN 30 M OR THOSE THAT ARE BUILT WITH INNOVATIVE DESIGN/CONSTRUCTION 1700-3 FOR BRIDGES OTHER THAN THOSE MENTIONED IN TABLE 1700 2 AND FOR CULVERTS AND OTHER INCIDENTAL CONSTRUCTION 1700-4 Optimum Consistency for various types of Structures
26
1700-5 Target mean strength
27
1700-6 PROPORTIONS FOR NOMINAL MIX CONCRETE
27
1700-7 SIZE OF COARSE AGGREGATE
27
1700-8 MINIMUM FREQUENCY OF SAMPLING OF CONCRETE
28
2208- TOLERANCES IN CONCRETE ELEMENTS
26
IRC : 73 - 1980 29
3.1 Classification of NON-URBAN ROADS.
29
1- TERRAIN CLASSIFICATION.
29
2 - DESIGN SPEEDS.
30
3 - Recommended LAND WIDTH for different classes of ROADS.
30
4 - Recommended standards for BUILDING LINES and CONTROL LINES.
31
Figure 1. Road Land boundary, Building Lines and Control Lines.
32 32
5 - Width of ROADWAY for SINGLE-LANE and TWO-LANE Roads in PLAIN and ROLLING Terrains. 6 - Width of ROADWAY for SINGLE-LANE and TWO-LANE Roads in MOUNTAIN and STEEP
32
Terrains TRANSITION of Roads between different widths of Roads.
33
CULVERTS, RIDGES and CAUSEWAYS.
33
7 - Width of CARRIAGEWAY.
34
8 - CAMBER/ CROSSFALL Values for Different Road Surface Types.
34
9 - EQUIVALENCY FACTORS for different types of Vehicles.
34
10 - CAPACITY of different types of Roads.
35
SUPERELEVATION
35
15 - RADII beyond which SUPERELEVATION is NOT required.
35
16 - MINIMUM of RADII of HORIZONTAL CURVES for different TERRAIN Conditions.
36
17- MINIMUM TRANSITION LENGTHS for Different Speeds and Curve Radii.
36
18 - EXTRA WIDTH of PAVEMENT at Horizontal Curves.
36
19 - GRADIENTS for Roads in different Terrains.
37
20 - MINIMUM LENGTH of Vertical Curves.
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CONTENTS
5 Page No
TABLE No - CONTENTS IRC : 86 - 1983
38
3.1 Classification of NON-URBAN ROADS.
38
1 - DESIGN SPEEDS.
38
2 - Recommended LAND WIDTH for different classes of ROADS.
39
3 - Passenger Car EQUIVALENCY FACTORS.
39
5 - Recommended CARRIAGEWAY WIDTHS.
39
6 - Capacity of FOOTPATHS.
40
7 - KERBS.
41
8 - CAMBER.
41
8 - SAFE STOPPING SITE DISTANCES for Various Speeds.
41
9 - RADII beyond which SUPERELEVATION is NOT required.
42
10 - MINIMUM of RADII of HORIZONTAL CURVES.
42
11 - MINIMUM TRANSITION LENGTHS.
42
12 - EXTRA WIDTH of PAVEMENT at Horizontal Curves.
43
13 - Recommended MINIMUM GRADIENTS.
43
14 - MINIMUM LENGTH of Vertical Curves.
44
12.2 UNDERPASS for VEHICLES. IRC: 15 and IRC: 58
45
1 - VALUES of STANDARD VARIATE for DIFFERENT VALUES OF TOLERANCE.
45
2 - Expected Values of STANDARD DEVIATION of Compressive Strength.
45
7 - Recommended Dimensions of DOWEL BARS for RIGID PAVEMENTS
46
8 - Details of TIE BARS for LONGITUDINAL JOINT of TWO-LANE Rigid Pavement.
46
Typical Details of TRANSITION SLAB Between Rigid and Flexible Pavement.
47
11 - PAYMENT ADJUSTMENT for Deficiency of Thickness.
47
12 - TOLERANCE IN SURFACE LEVELS.
47 48 48
SEPARATION MEMBRANE Opening to Traffic of C.C. PAVEMENTS. 7 - CONTRACTION JOINT SPACING.
48
EXPANSION JOINTS - Dispense with.
49
FREQUENCY of QUALITY CONTROL tests of PAVING QUALITY CONCRETE.- CEMENT.
49
--- do ---- COARSE and FINE AGGREGATE.
50
--- do ---- CONCRETE. IS 456-2000
52
2 - GRADES OF CONCRETE.
53
3 - ENVIRONMENTAL EXPOSURE CONDITIONS.
54
WORKABILITY OF CONCRETE.
54
5 - CEMENT CONTENT, WATER-CEMENT RATIO AND AGGREGATE WEIGHTS.
55
8 - ASSUMED STANDARD DEVIATION.
56
9 - Properties of NOMINAL MIX CONCRETE.
56
FREQUENCY of SAMPLING.
57
11 - Charasteric Compressive Strength Compliance required- ACCEPTANCE CRITERIA,
57
16 - NOMINAL COVER to meet Durability of Concrete.
58
22 - PERMISSIBLE STRESSES in STEEL REINFORCEMENT.
59
STRIPPING TIME.
60
DETAILS of REFERENCES.
66
GUIDE LINES to ACCESS the TABLE of NOTES.
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CONTENTS
6
MoRT&H
SPECIFICATIONS FOR ROAD AND BRDGE WORKS (Fourth Revision)
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MoRTH
7
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MoRTH
8
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MoRTH
9
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MoRTH
10
I have no special talents. I am only passionately curious. - Albert Einstein
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MoRTH
11
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MoRTH
12
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MoRTH
13
A clever person solves a problem. A wise person avoids it. - Albert Einstein
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MoRTH
14
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MoRTH
15
Great minds discuss ideas; Average minds discuss events; Small minds discuss people. ~Eleanor Roosevelt
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MoRTH
16
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MoRTH
17
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MoRTH
18
Most people overestimate what they can do in one year and underestimate what they can do in ten years. _Bill gates
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MoRTH
19
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MoRTH
20
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MoRTH
21
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MoRTH
22
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MoRTH
23
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MoRTH
24
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MoRTH
25
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MoRTH
26
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MoRTH
27
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MoRTH
28
If I had nine hours to chap down a tree, I would spend the first six sharpening my ax. –Abraham Lincoln
V. VENKATA NARAYANA DEE (R&B), 07799139399 07799139399 vvnhighways.blogspot.in
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MoRTH
29
IRC : 73 -1980 GEOMERIC DESIGN STANDARDS FOR RURAL(NON-URBAN) HIGHWAYS
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IRC 73
30
It
is
better
to
live
your
own
destiny
imperfectly than to live an imitation of somebody else's life with perfection. vvnhighways.blogspot.in
__Bhagwad Gita IRC 73
31
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IRC 73
32
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IRC 73
33
“Don’t handicap your children by making their lives easy.” - Robert A. Heinlein
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IRC 73
34
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IRC 73
35
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IRC 73
36
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IRC 73
37
A ship is always safe at the shore - but that is NOT what it is built for. ___Albert Einstein
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IRC 73
38
IRC : 86 - 1983 GEOMERIC DESIGN STANDARDS FOR URBAN ROADS IN PLAINS
Knowledge is being aware of what you can do. Wisdom is knowing when not to do it. ~Anonymous
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IRC 86
39
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IRC 86
40
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IRC 86
41
I find that the harder I work, the more luck I seem to have. ~Thomas Jefferson
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IRC 86
42
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IRC 86
43
Real difficulties can be overcome; it is only the imaginary ones that are unconquerable. ~Theodore N. Vail
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IRC 86
44
Tell me and I forget. Teach me and I remember. Involve me and I learn. _Benjamin Franklin
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IRC 86
45
CEMENT CONCRETE ROADS IRC:15 - CONSTRUCTION OF CEMENT CONCRETE ROADS IRC:58–DESIGN OF PLAIN JOINTED RIGID PAVEMENTS FOR HIGHWAYS
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IRC 15 & IRC 58
46
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IRC 15 & IRC 58
47
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IRC 15 & IRC 58
48
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IRC 15 & IRC 58
49
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IRC 15 & IRC 58
50
\
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IRC 15 & IRC 58
51
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IRC 15 & IRC 58
52
IS 456 : 2000 Indian Standard PLAIN AND REINFORCED CONCRETE CODE OF PRACTICE
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IS 456-2000
53
So, please, oh please, we beg, we pray, go throw your TV set away, and in its place you can install, a lovely bookcase on the wall. ― Roald Dahl vvnhighways.blogspot.in
IS 456-2000
54
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IS 456-2000
55
If the mind of man can believe, the mind of man can achieve. - Napoleon Hill
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IS 456-2000
56
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IS 456-2000
57
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IS 456-2000
58
Learn from yesterday, live for today, hope for tomorrow. The important thing is to not stop questioning. ____ Albert Einstein
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IS 456-2000
59
“Intellectual growth should commence at birth and cease only at death.” - Albert Einstein
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IS 456-2000
FREQUENTLY USED REFERENCES by HIGHWAY FIELD ENGINEERS V. VENKATA NARAYANA vvnhighways.blogspot.in
[email protected] 60
MoRT&H- 4 th Revision It is the main reference book every Highway Engineer is expected to posses and refer day in and day out. The topics covered in this collection are :: I.Earth work for EMBANMENT and FORMATION, II.Granular Sub-Bases (GSB), III.Granular Base (WMM), IV.Bituminous Binding Courses (BM, DBM) V.Bituminous Wearing Courses (BC, SDBC, Mixseal and Surface Dressing, VI.Concrete and Concrete making Materials. Quality of Materials and Frequency of Tests of above Specifications are collated in this Presentation. 61
IRC:73-1980 It is the GEOMETRIC DESIGN STANDARDS FOR RURAL (NON-URBAN) HIGHWAYS. The topics covered in this collection are :: I.Roads Classifications, II.Pavement, III.Roadway, IV.Formation, V.Land widths, VI.Terrain slopes, VII.Camber and Superelevation and VIII.Design speeds etc. The values, dimensions and limits of above Road Elements are collated in this Presentation.
62
IRC:86-1983 It is the GEOMETRIC DESIGN STANDARDS FOR URBAN ROADS IN PLAINES. The topics covered in this collection are :: I.Roads Classifications, II.Carriageway, III.Design speeds, IV.Footpath, V.Kerbs, VI.Camber and Superelevation and VII.Horizontal and Vertical Curves etc. The values, dimensions and limits of above Road Elements are collated in this Presentation. 63
IRC:15 and IRC:58 These are the two CODES on CONSTRUCTION and DESIGN of RIGID PAVEMENT i.e., CEMENT CONCRETE ROADS. The topics covered in this collection are :: I.Mix design of Concrete, II.Joint Spacing, III.Dowel bars and Tie Bars and IV.Other Elements The values, dimensions and limits of above Construction Elements are collated in this Presentation. 64
IS 456-2000 It is the CODE for PLAIN AND REINFIRCED CONCRETE . The topics covered in this collection are :: I.Grades of Concrete, II.Workability of Concrete, III.Design Mix and Nominal Mix Concretes, IV.Nominal Cover, V.Acceptance Criteria and VI.Stripping time etc., The values and limits of above Concrete Properties are collated in this Presentation. 65
EASY and DIRECT ACCESS On any page of the PRESENTAION press [ Ctrl+F ]. The following TEXT BOX appears.
Type the required word in this BOX and press Enter. 66
EASY and DIRECT ACCESS
Type the word CAMBER in this BOX and press Enter.
67
EASY and DIRECT ACCESS The curser shifts to CONTENT page and high lights the word CAMBER. Here Note the Page No. 34
68
EASY and DIRECT ACCESS Type 34 in this Page Navigation text Box and press Enter.
69
EASY and DIRECT ACCESS Finally We can directly see the CAMBER TABLE
70
• Thanks to • Sri P. SURESH BABU, DEE and • Sri A. GANGARAM, DEE – For regularly visiting the blog vvnhighways.blogspot.in and passing suggestions in improving the blog.
V. VENKATA NARAYANA, DEPUTY EXECUTIVE ENGINEER (R&B),
[email protected] vvnhighways.blogspot.in 71
