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

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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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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.


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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.


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vvnhighways.blogspot.in MoRTH

MoRT&H SPECIFICATIONS FOR ROAD AND BRDGE WORKS (Fourth Revision)

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I have no special talents. I am only

passionately curious. - Albert Einstein

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A clever person solves a

problem. A wise person avoids it.

- Albert Einstein

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Great minds discuss ideas;

Average minds discuss events;

Small minds discuss people.

~Eleanor Roosevelt

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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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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

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It is better to live your own destiny

imperfectly than to live an imitation of somebody

else's life with perfection. __Bhagwad Gita

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“Don’t handicap your children by making their

lives easy.” - Robert A. Heinlein

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A ship is always safe at the shore - but that

is NOT what it is built for. ___Albert

Einstein

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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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I find that the harder I work, the more

luck I seem to have. ~Thomas Jefferson

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Real difficulties can be overcome;

it is only the imaginary ones that are

unconquerable. ~Theodore N. Vail

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Tell me and I forget.

Teach me and I remember.

Involve me and I learn. _Benjamin Franklin

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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 IS 456-2000

IS 456 : 2000

Indian Standard

PLAIN AND REINFORCED CONCRETE

CODE OF PRACTICE

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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

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If the mind of man can believe, the

mind of man can achieve.

- Napoleon Hill

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Learn from yesterday, live for today, hope

for tomorrow. The important thing is to not

stop questioning. ____ Albert Einstein

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“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.

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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.

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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.

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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.

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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.

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Type the word CAMBER in this BOX and press Enter.

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The curser shifts to CONTENT page and high lights the word CAMBER. Here Note the Page No. 34

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Type 34 in this Page Navigation text Box and press Enter.

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Finally We can directly see the CAMBER TABLE

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• 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),

[email protected]

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Frequently Used References by Highway Field Engineers

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