Highway Engineering CE 431

Slides:



Advertisements
Similar presentations
Methods from Hypothesis
Advertisements

Types & Uses of Asphalt Materials
Robert W. Bobel, P.E. Park Engineer Cuyahoga Valley National Park
2014 Washington Asphalt Conference “Specification Update & Initiatives” Joe DeVol Assistant State Materials Engineer State Materials Laboratory.
Bulkage of Sand Collect the sample of sand Fill the sample in the measuring jar. Let the ht noted be H1 Then fill the sample with full water and shake.
PIPE CULVERT By CH. VENKATARAMAIAH.
HIGHWAY ENGINEERING AND TRAFFIC ENGINEERING CENG 95.
Tolerances and Price Impacts Presented by:- Er. Bhagawan Shrestha.
DUBLIN PORT TUNNEL CONSTRUCTION CHRIS PAGE & THOMAS SMITH 19/03/2009 H24GGY GEOLOGY FOR CIVIL ENGINEERS Dublin Port Tunnel Project.
Flexible Pavement Thickness Design / Asphalt Institute Method
Inverted Pavements Project: CSSTP (292)01 Troup County “South LaGrange Loop” Georgia Construction Aggregates Associations 2009 Management Workshops.
I.1 ii.2 iii.3 iv.4 1+1=. i.1 ii.2 iii.3 iv.4 1+1=
I.1 ii.2 iii.3 iv.4 1+1=. i.1 ii.2 iii.3 iv.4 1+1=
Project Manager: Tim Brown Project Editor: Tabatha Doughty Project Engineer: Drew Furry Project Engineer: Jim Walter.
Conventional Pavement Structure inches Graded Aggregate Base inches Asphaltic Concrete Paving Prepared Subgrade stress.
1 times table 2 times table 3 times table 4 times table 5 times table
Example 3: Determination of M r = 3/8. Example 4: Pavement Thickness Given M r = 10,000 psi (69 MPa) and ESAL = 10 6, design the thickness of a pavement.
Concrete Dry Quantities examples in class Week 3.
Pavement Maintenance II
Aggregates MSE 220. Rocks come in three types: Igneous – “fire rock” from lava, e.g., granite or obsidian Sedimentary – compacted sediment, e.g., limestone.
AN INTRODUCTION TO: from the leading resource for education and information in the repair industry... TECHNICAL GUIDELINE S Guide for Selecting Application.
Equivalent Granular Thickness 6.04 Apply the concept of Equivalent Granular Thickness to convert a layered system of different materials into an equivalent.
Aggregates for Concrete
Chapter 5 Construction Mortar. Chapter 5 § 5.1 Introduction Definition Applications Classifications.
 Classification  Features in Influencing Concrete  Fine Aggregate-Sand  Coarse Aggregate-Gravel Aggregate.
CONCRETE MIX DESIGN.
Australian Society for Concrete Pavements The Role & Influence of Aggregates in Lean Mix Concrete Subbase (LMCS)
Bases, Subbases, & Low Cost Surfaces Dr. TALEB M. AL-ROUSAN.
Chapter 4 Ordinary Concrete. §4.2 Ingredient of Ordinary Concrete Cement4.2.1 Cement Aggregate Water Concrete Admixture.
$100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300.
LLP HMA Reclaimed Asphalt Pavement ( RAP) Pre-Bid Meeting District 4 Oakland, CA September 14, 2012 Peter Vacura Chief, Office of Asphalt Pavement Division.
Tables Learning Support
Leads Institute of Technology & Engineering Subject Code : Name Of Subject :Building Construction Name of Unit : Soil Foundation Topic : Bearing.
基 督 再 來 (一). 經文: 1 你們心裡不要憂愁;你們信神,也當信我。 2 在我父的家裡有許多住處;若是沒有,我就早 已告訴你們了。我去原是為你們預備地去 。 3 我 若去為你們預備了地方,就必再來接你們到我那 裡去,我在 那裡,叫你們也在那裡, ] ( 約 14 : 1-3)
SOIL MECHANICS AND FOUNDATION ENGINEERING-III (CE 434)
1 Determination of Slump of Hydraulic Cement Concrete Determination of Slump of Hydraulic Cement Concrete (ASTM Designation: C 143) Mohammed Abdullah Al.
The reading is 7.38 mm. The reading is 7.72 mm.
Submitted By- Amandeep Singh Roll No
Quantity Calculations Module 3. Quantity Calculations  Specifications  Post Bid Quantity Calculations  Production Quantity Calculations –Checking Yield.
Simplex Method for BLENDING OF AGGREGATES The contract specifications of a building project require that the course aggregate grading for concrete mixing.
Fall 2016 ASSE 4311: Learning Outcome Assessment III/Civil Engineering 18/1/2017 Final Presentation Structural & Geotechnical Design of a Hotel in the.
California Bearing Ratio
Haritha Musty and Mustaque Hossain Kansas State University MATERIALS
Feasibility Study to Evaluate Brick Aggregates and Foam Bitumen treated RAP for Pavement Design and Construction of NH-44 in Tripura.
Unsealed Road Deterioration
(i) proper arrangement of reinforcing bars and
a.L Rasha jasim Mohamed Lec.10
Times Tables.
Specifications for Highway Bridges
ФОНД ЗА РАЗВОЈ РЕПУБЛИКЕ СРБИЈЕ
Flexible Pavement Design (JKR Method)
Highway Engineering CE 431
Fabric form concrete and paraweb system
19 Dec.2010-Self Controlling-Ali Mohamed
Слайд-дәріс Қарағанды мемлекеттік техникалық университеті
.. -"""--..J '. / /I/I =---=-- -, _ --, _ = :;:.
مديريت موثر جلسات Running a Meeting that Works
II //II // \ Others Q.
'III \-\- I ', I ,, - -
I1I1 a 1·1,.,.,,I.,,I · I 1··n I J,-·
Pavement Structural Analysis
Pavement Structural Analysis
Figure 9.1.
Highway Engineering CE 431
3 times tables.
6 times tables.
,, 'III \-\-
. '. '. I;.,, - - "!' - -·-·,Ii '.....,,......, -,
Emulsion Task Force (ETF) Meeting
Compressive Strength difference at 1 week (MPa)
Presentation transcript:

Highway Engineering CE 431 THE ASPHALT INSTITUTE METHOD Eng. Ali Mohammed Babalghaith

THE ASPHALT INSTITUTE METHOD Full depth asphalt concrete. Asphalt concrete surface and emulsified asphalt base. Type I: Emulsified asphalt mixes made with processed dense-graded aggregates. Type II: Emulsified asphalt mixes made with semi-processed, crusher-run, pit-run, or bank-run aggregates. Type III: Emulsified asphalt mixes made with sands or silty sands. Asphalt concrete and untreated aggregate base. Base thickness of 6”. Base thickness of 12”.

THE ASPHALT INSTITUTE METHOD Full depth asphalt concrete. H

THE ASPHALT INSTITUTE METHOD 2- Asphalt concrete surface and emulsified asphalt base (Type I) H

THE ASPHALT INSTITUTE METHOD 2- Asphalt concrete surface and emulsified asphalt base (Type II) From table min. H

THE ASPHALT INSTITUTE METHOD 2- Asphalt concrete surface and emulsified asphalt base (Type III) From table min. H

THE ASPHALT INSTITUTE METHOD 3- Asphalt concrete and untreated aggregate base (Base thickness of 6”) (150 mm) H 150mm 6 in

THE ASPHALT INSTITUTE METHOD 3- Asphalt concrete and untreated aggregate base (Base thickness of 12”) (300 mm) H 300 mm 12 in