Frequently Used References by Highway Field Engineers
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Transcript of Frequently Used References by Highway Field Engineers
FREQUENTLY USED REFERENCES by HIGHWAY
FIELD ENGINEERS
V. VENKATA NARAYANAvvnhighways.blogspot.in
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.
FREQUENTLY USED REFERENCES by
HIGHWAY FIELD ENGINEERS
∞∞∞ 0 ∞∞∞
vvnhighways.blogspot.in REPORT
3
Page NoPage NoPage NoPage No TABLE No - CONTENTSTABLE No - CONTENTSTABLE No - CONTENTSTABLE No - CONTENTS
1111 Cover
2222 Report
3333 CONTENTS
MORT&H ( 4 th Revision)MORT&H ( 4 th Revision)MORT&H ( 4 th Revision)MORT&H ( 4 th Revision)
6666 Road Cross Section of Flexible Pavement
6666 Road Cross Section of Rigid Pavement
6666 General rules for the Measurement of Works for Payment
7777 300-1 Density requirements of EMBANKMENT and SUBGRADE MATERIALS
7777 300-2 Compaction requirements of EMBANKMENT and SUBGRADE MATERIALS
7777 400-1 Grading for Closed Graded GRANULAR SUB-BASE Materials
8888 400-2 Grading for Coarse Graded GRANULAR SUB-BASE Materials
8888 400-10 Physical requirement of COARSE AGGREGATES for WET MIX MACADAM for SUB-BASE/ BASE COURSES
8888 400-1 Grading requirement of AGGREGATES for WET MIX MACADAM
9999 500-1 Viscosity requirement and quantity of BITUMINOUS PRIMER
9999 500-2 Rate of application of TACK COAT
9999 500-3 Physical requirements for COARSE AGGREGATES for BITUMINOUS MACADAM
9999 500-4 Composition of BITUMINOUS MACADAM
10101010 500-5 Manufacturing and Rolling TEMPERATURES
10101010 500-8 Physical requirements for COARSE AGGREGATES for BITUMINOUS MACADAM
10101010 500-9 Grading requirements for MINERAL FILLER
11111111 500-10 Composition of DENSE GRADED BITUMINOUS MACADAM Pavement Layers.
11111111 500-11 Requirement for DENSE GRADED BITUMINOUS MACADAM
11111111 500-12 Minimum Percent voids in MINERAL AGGREGATE (VMA)
12121212 500-13 PERMISSIBLE VARIATIONS FROM THE JOB MIX FORMULA
12121212 500-14 PHYSICAL REQUIREMENTS FOR COARSE AGGREGATE FOR SEMI DENSE BITUMINOUS CONCRETE PAVEMENT LAYERS
12121212 500-15 Composition of SEMI DENSE BITUMINOUS CONCRETEPAVEMENT LAYERS.13131313 500-16 REQUIREMENTS FOR SEMI DENSE BITUMINOUS PAVEMENT LAYERS
13131313 500-17 PHYSICAL REQUIREMENTS for COARSE AGGREGATE FOR BITUMINOUS CONCRETE LAYERS
14141414 500-18 COMPOSITION OF BITUMINOUS CONCRETE PAVEMENT LAYERS.
14141414 500-19. REQUIREMENTS FOR BITUMINOUS PAVEMENT LAYERS
15151515 500-20 NOMINAL RATES OF SPREAD FOR BINDER AND CHIPPINGS
15151515 500-21 GRADING REQUIREMENTS FOR CHIPS FOR SURFACE DRESSING
16161616 500-22 SPRAYING TEMPERATURES FOR BINDERS
16161616 500-26 AGGREGATE GRADATION OF 512 CLOSE GRADED PREMIX SURFACING/MIXED SEAL SURFACING.
16161616 500-27 SIZE REQUIREMENTS FOR COARSE STONE AGGREGATES
17171717 600-1 AGGREGATE GRADATION FOR DRY LEAN CONCRETE
17171717 600-3 PAYMENT ADJUSTMENT FOR DEFICIENCY IN THICKNESS
17171717 900-1 TOLERANCES IN SURFACE LEVELS
18181818 900-3 CONTROL TESTS AND THEIR MINIMUM FREQUENCY FOR SUB. BASES AND BASES (EXCLUDING BITUMEN BOUND BASES) - Granular
18181818 900-3 --- DO --- Wet Mix Macadam
FREQUENTLY USED REFERENCES FREQUENTLY USED REFERENCES FREQUENTLY USED REFERENCES FREQUENTLY USED REFERENCES by HIGHWAY FIELD ENGINEERSby HIGHWAY FIELD ENGINEERSby HIGHWAY FIELD ENGINEERSby HIGHWAY FIELD ENGINEERS
vvnhighways.blogspot.in CONTENTS
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Page NoPage NoPage NoPage No TABLE No - CONTENTSTABLE No - CONTENTSTABLE No - CONTENTSTABLE No - CONTENTS
19191919 900-4 CONTROL TESTS FOR BITUMINOUS WORKS, AND THEIR MINIMUM FREQUENCY - Prime Coat/ Tack Coat -
19191919 900-4 --- DO --- Surface Dressing -
20202020 900-4 --- DO --- Close-Graded Premix Surfacing.
20202020 900-4 --- DO --- Bituminous Macadam.
21212121 900-4 --- DO --- DBM/SDBC/BC
23232323 900-6 FREQUENCY OF QUALITY CONTROL TESTS FOR PAVING QUALITY CONCRETE - Cement.
23232323 900-6 --- DO --- Coarse and Fine Aggregate .
23232323 900-6 --- DO --- Coarse Aggregate.
23232323 900-6 --- DO --- Water.
23232323 900-6 --- DO --- Concrete.
24242424 1000-1 REQUIREMENTS OF COARSE AGGREGATE
25252525 1000-2 REQUIREMENTS OF FINE AGGREGATE
25252525 1700-1 Grades of CONCRETE
25252525 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
26262626 1700-3 FOR BRIDGES OTHER THAN THOSE MENTIONED IN TABLE 1700 2 AND FOR CULVERTS AND OTHER INCIDENTAL CONSTRUCTION
26262626 1700-4 Optimum Consistency for various types of Structures
26262626 1700-5 Target mean strength
27272727 1700-6 PROPORTIONS FOR NOMINAL MIX CONCRETE
27272727 1700-7 SIZE OF COARSE AGGREGATE
27272727 1700-8 MINIMUM FREQUENCY OF SAMPLING OF CONCRETE
28282828 2208- TOLERANCES IN CONCRETE ELEMENTS
IRC : 73 - 1980IRC : 73 - 1980IRC : 73 - 1980IRC : 73 - 1980
29292929 3.1 Classification of NON-URBAN ROADS.
29292929 1- TERRAIN CLASSIFICATION.
29292929 2 - DESIGN SPEEDS.
30303030 3 - Recommended LAND WIDTH for different classes of ROADS.
30303030 4 - Recommended standards for BUILDING LINES and CONTROL LINES.
31313131 Figure 1. Road Land boundary, Building Lines and Control Lines.
32323232 5 - Width of ROADWAY for SINGLE-LANE and TWO-LANE Roads in PLAIN and ROLLING Terrains.32323232 6 - Width of ROADWAY for SINGLE-LANE and TWO-LANE Roads in MOUNTAIN and STEEP Terrains
32323232 TRANSITION of Roads between different widths of Roads.
33333333 CULVERTS, RIDGES and CAUSEWAYS.
33333333 7 - Width of CARRIAGEWAY.
34343434 8 - CAMBER/ CROSSFALL Values for Different Road Surface Types.
34343434 9 - EQUIVALENCY FACTORS for different types of Vehicles.
34343434 10 - CAPACITY of different types of Roads.
35353535 SUPERELEVATION
35353535 15 - RADII beyond which SUPERELEVATION is NOT required.
35353535 16 - MINIMUM of RADII of HORIZONTAL CURVES for different TERRAIN Conditions.
36363636 17- MINIMUM TRANSITION LENGTHS for Different Speeds and Curve Radii.
36363636 18 - EXTRA WIDTH of PAVEMENT at Horizontal Curves.
36363636 19 - GRADIENTS for Roads in different Terrains.
37373737 20 - MINIMUM LENGTH of Vertical Curves.
vvnhighways.blogspot.in CONTENTS
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Page NoPage NoPage NoPage No TABLE No - CONTENTSTABLE No - CONTENTSTABLE No - CONTENTSTABLE No - CONTENTS
IRC : 86 - 1983IRC : 86 - 1983IRC : 86 - 1983IRC : 86 - 1983
38383838 3.1 Classification of NON-URBAN ROADS.
38383838 1 - DESIGN SPEEDS.
38383838 2 - Recommended LAND WIDTH for different classes of ROADS.
39393939 3 - Passenger Car EQUIVALENCY FACTORS.
39393939 5 - Recommended CARRIAGEWAY WIDTHS.
39393939 6 - Capacity of FOOTPATHS.
40404040 7 - KERBS.
41414141 8 - CAMBER.
41414141 8 - SAFE STOPPING SITE DISTANCES for Various Speeds.
41414141 9 - RADII beyond which SUPERELEVATION is NOT required.
42424242 10 - MINIMUM of RADII of HORIZONTAL CURVES.
42424242 11 - MINIMUM TRANSITION LENGTHS.
42424242 12 - EXTRA WIDTH of PAVEMENT at Horizontal Curves.
43434343 13 - Recommended MINIMUM GRADIENTS.
43434343 14 - MINIMUM LENGTH of Vertical Curves.
44444444 12.2 UNDERPASS for VEHICLES.
IRC: 15 and IRC: 58IRC: 15 and IRC: 58IRC: 15 and IRC: 58IRC: 15 and IRC: 58
45454545 1 - VALUES of STANDARD VARIATE for DIFFERENT VALUES OF TOLERANCE.
45454545 2 - Expected Values of STANDARD DEVIATION of Compressive Strength.
45454545 7 - Recommended Dimensions of DOWEL BARS for RIGID PAVEMENTS
46464646 8 - Details of TIE BARS for LONGITUDINAL JOINT of TWO-LANE Rigid Pavement.
46464646 Typical Details of TRANSITION SLAB Between Rigid and Flexible Pavement.
47474747 11 - PAYMENT ADJUSTMENT for Deficiency of Thickness.
47474747 12 - TOLERANCE IN SURFACE LEVELS.
47474747 SEPARATION MEMBRANE
48484848 Opening to Traffic of C.C. PAVEMENTS.
48484848 7 - CONTRACTION JOINT SPACING.
48484848 EXPANSION JOINTS - Dispense with.
49494949 FREQUENCY of QUALITY CONTROL tests of PAVING QUALITY CONCRETE.- CEMENT.
49494949 --- do ---- COARSE and FINE AGGREGATE.
50505050 --- do ---- CONCRETE.
IS 456-2000IS 456-2000IS 456-2000IS 456-2000
52525252 2 - GRADES OF CONCRETE.
53535353 3 - ENVIRONMENTAL EXPOSURE CONDITIONS.
54545454 WORKABILITY OF CONCRETE.
54545454 5 - CEMENT CONTENT, WATER-CEMENT RATIO AND AGGREGATE WEIGHTS.
55555555 8 - ASSUMED STANDARD DEVIATION.
56565656 9 - Properties of NOMINAL MIX CONCRETE.
56565656 FREQUENCY of SAMPLING.
57575757 11 - Charasteric Compressive Strength Compliance required- ACCEPTANCE CRITERIA,
57575757 16 - NOMINAL COVER to meet Durability of Concrete.
58585858 22 - PERMISSIBLE STRESSES in STEEL REINFORCEMENT.
59595959 STRIPPING TIME.
60606060 DETAILS of REFERENCES.
66666666 GUIDE LINES to ACCESS the TABLE of NOTES.
vvnhighways.blogspot.in CONTENTS
6
vvnhighways.blogspot.in MoRTH
MoRT&H SPECIFICATIONS FOR ROAD AND BRDGE WORKS (Fourth Revision)
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vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
I have no special talents. I am only
passionately curious. - Albert Einstein
11
vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
A clever person solves a
problem. A wise person avoids it.
- Albert Einstein
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vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
Great minds discuss ideas;
Average minds discuss events;
Small minds discuss people.
~Eleanor Roosevelt
16
vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
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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vvnhighways.blogspot.in MoRTH
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vvnhighways.blogspot.in MoRTH
If I had nine hours to chap down a
tree, I would spend the first six
sharpening my ax.
–Abraham Lincoln
V. VENKATA NARAYANAV. VENKATA NARAYANAV. VENKATA NARAYANAV. VENKATA NARAYANA
DEE (R&B), 077991393DEE (R&B), 077991393DEE (R&B), 077991393DEE (R&B), 07799139399 99 99 99
vvnhighways.blogspot.invvnhighways.blogspot.invvnhighways.blogspot.invvnhighways.blogspot.in
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vvnhighways.blogspot.in IRC 73
GEOMERIC DESIGN STANDARDS FOR RURAL(NON-URBAN) HIGHWAYS
IRC : 73 -1980
30
vvnhighways.blogspot.in IRC 73
It is better to live your own destiny
imperfectly than to live an imitation of somebody
else's life with perfection. __Bhagwad Gita
31
vvnhighways.blogspot.in IRC 73
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vvnhighways.blogspot.in IRC 73
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vvnhighways.blogspot.in IRC 73
“Don’t handicap your children by making their
lives easy.” - Robert A. Heinlein
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vvnhighways.blogspot.in IRC 73
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vvnhighways.blogspot.in IRC 73
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vvnhighways.blogspot.in IRC 73
A ship is always safe at the shore - but that
is NOT what it is built for. ___Albert
Einstein
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vvnhighways.blogspot.in IRC 86
GEOMERIC DESIGN STANDARDS FOR URBAN ROADS IN PLAINS
IRC : 86 - 1983
Knowledge is being aware of what you can
do. Wisdom is knowing when not to do it.
~Anonymous
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vvnhighways.blogspot.in IRC 86
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vvnhighways.blogspot.in IRC 86
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vvnhighways.blogspot.in IRC 86
I find that the harder I work, the more
luck I seem to have. ~Thomas Jefferson
42
vvnhighways.blogspot.in IRC 86
43
vvnhighways.blogspot.in IRC 86
Real difficulties can be overcome;
it is only the imaginary ones that are
unconquerable. ~Theodore N. Vail
44
vvnhighways.blogspot.in IRC 86
Tell me and I forget.
Teach me and I remember.
Involve me and I learn. _Benjamin Franklin
45
vvnhighways.blogspot.in IRC 15 & IRC 58
CEMENT CONCRETE ROADS
IRC:15 - CONSTRUCTION OF CEMENT CONCRETE ROADS
IRC:58–DESIGN OF PLAIN JOINTED RIGID PAVEMENTS FOR HIGHWAYS
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vvnhighways.blogspot.in IRC 15 & IRC 58
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vvnhighways.blogspot.in IRC 15 & IRC 58
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vvnhighways.blogspot.in IRC 15 & IRC 58
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vvnhighways.blogspot.in IRC 15 & IRC 58
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vvnhighways.blogspot.in IRC 15 & IRC 58
\
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vvnhighways.blogspot.in IRC 15 & IRC 58
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vvnhighways.blogspot.in IS 456-2000
IS 456 : 2000
Indian Standard
PLAIN AND REINFORCED CONCRETE
CODE OF PRACTICE
53
vvnhighways.blogspot.in IS 456-2000
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
54
vvnhighways.blogspot.in IS 456-2000
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vvnhighways.blogspot.in IS 456-2000
If the mind of man can believe, the
mind of man can achieve.
- Napoleon Hill
56
vvnhighways.blogspot.in IS 456-2000
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vvnhighways.blogspot.in IS 456-2000
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vvnhighways.blogspot.in IS 456-2000
Learn from yesterday, live for today, hope
for tomorrow. The important thing is to not
stop questioning. ____ Albert Einstein
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vvnhighways.blogspot.in IS 456-2000
“Intellectual growth should commence at birth and cease only at death.” - Albert Einstein
FREQUENTLY USED REFERENCES by HIGHWAY
FIELD ENGINEERS
V. VENKATA NARAYANAvvnhighways.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 andVII.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 andIV.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.inand passing suggestions in improving the blog.
V. VENKATA NARAYANA,DEPUTY EXECUTIVE ENGINEER (R&B),
71