R&D ADOPTION OF INNOVATIONS AND TECHNOLOGIES FOR SUSTAINABLE ROAD INFRASTRUCTURE PRESENTED BY : E-mail: eyothom@yahoo.com Website: www.eyotb.com Mobile: +234-803-370-5986 1
INTRODUCTION Research begins where Why and How are asked. Questioning conventional wisdom is the origin of research. Innovation is the answered question to a successful research while adoption is the application of innovation. Sustainability is the application of innovations to meet the needs of the present without compromising the ability of future generations to meet their own needs. 2
WHAT TO EXPECT 1.0 FERMA ROAD 5.0 RECOMMENDED PRODUCTS/MATERIALS TECHNOLOGY FOR ADOPTION Cold Asphalt Asphalt Recycling. Road Mat Slope Protection using Gabion Mattresses & Bitumen Emulsion Geotextile. Liquid Soil Stabiliser. Warm mix asphalt. 2.0 FERMA ROAD TECHNOLOGY Polymer modified asphalt. Pavement Resurfacing by Asphalt rubber. Fumigation Pavement Management Cold planning. System as Preventive 3.0 FERMA INTERMEDIATE Maintenance Supplement. EQUIPMENT Percent Within Limit Bitumen Sprayer Specification. Air lance Marshal and Superpave Mix 4.0 FERMA PUBLICATIONS Design. READOP Series NCAT Test Track. FERMA NUGGET 3
FERMA ROAD PRODUCTS & MATERIALS ROAD MAT FERMA Road mat is a prefabricated road maintenance product on kraft paper onto which bitumen mixed with crumb rubber holds a compacted aggregate of various sizes depending on the intended usage. Sheet size: 1.0m x 0.75m. Aggregate sizes : 2.75mm – 19mm. Weight 4kg and 25kg. Local cost N900/mat as against the imported price of N3000/mat. The product is highly flexible and totally waterproof. Road mat is used for Road Patching, Crack Sealing, Traffic Calming and Safety Devices. 4
FERMA ROAD PRODUCTS & MATERIALS Cont’d FERMA ROAD MAT AT IPELE-IFERA ROAD JUNCTION, ONDO STATE 5 5 YEARS AFTER
FERMA ROAD PRODUCTS & MATERIALS Cont’d COLD ASPHALT Satisfies binder and FERMA Cold Asphalt; wearing course Marshal 100 % locally available mix design specification materials. in addition to boil test. Unlike HMA concentrate FERMA Cold Asphalt produces superior used in almost all states bonding strength including highly resulting in a strong, trafficked Benin- trafficable, long lasting Shagamu Road and and skid resistance Third Mainland Bridge in waterproof surface. Lagos. The report has been very promising. 6
FERMA ROAD PRODUCTS & MATERIALS Cont’d FORMER WORKS MINISTER AND SENATORS 7 MARVEL AT COLD ASPHALT STOCKPILE
PATCHING OF POTHOLE WITH ASPHALT ON THIRD MAINLAND BRIDGE, LAGOS 8
LAYING OF COLD ASPHALT ON JOS-BAUCHI ROAD, BAUCHI STATE 9
70/80 TPH ASPHALT PLANT WITH HOT AND COLD FACILITY Covered Stockpile Produced from 70/80 TPH FERMA Asphalt Plant 10
FERMA BITUMEN EMULSION Bitumen emulsion; USAGE bitumen, water, and an emulsifying agent. Tack Coat, Priming, Bitumen / Kerosene = Surface Dressing, Slurry Volatile Organic Seal,Cold asphalt etc. Compound (VOC) is a popular solvent used in Identified and well the preparation of labelled for use. cutback bitumen for road works. Quality Control Tests. Bitumen-kerosene Distillation, Viscosity, (cutback) mixture more Particle charge and float harmful than carbon dioxide (CO 2 ) which is test greenhouse gases that causes global warming. 11
BITUMEN EMULSION CONT’D ADVANTAGES Road maintenance works easier in remote areas and Reduces carbon dioxide cold weather where emission by almost 2/3 heating might be while reducing the cumbersome. production of photo chemical smog generating VOCs emission. Asphalt emulsions can coat damp aggregate surfaces thereby reducing the fuel It saves energy since it does requirement for heating not require heating or the and drying aggregates. use of a petroleum solvent. Reduces atmospheric Improved workers health pollution as heating is not and safety. involved Non toxic. 24 hours to fully cure. Cutbacks 72 hours to fully cure. 12
Emulsion Production in Progress 13
PACKAGED BITUMEN EMULSION 14
APPLICATION OF BITUMEN POOR TACK COATING EMULSION NOT ALLOWED TO BREAK HOW NOT SPRAY EFFECT OF POOR SPRAYING 15
FERMA ROAD TECHNOLOGY PAVEMENT RESURFACING BY FUMIGATION Pavement Resurfacing by Fumigation - a jargon by the author, is the application of solvent to a film of excess bitumen on the surface of the road and rolling in of aggregate size of 3/8 to dust leaving a non skidding surface. First used to control bleeding on Km3+00- km7+00 on Damaturu-Maiduguri Road, North East, Nigeria. 16
PAVEMENT RESURFACING BY FUMIGATION 17
INTERMEDIATE EQUIPMENT 18
INTERMEDIATE EQUIPMENT Cont’d Sealed Surface 3 Weeks After 19
ASPHALT RECYCLING Reuse of material that have served its first intended purpose. Types: Cold In-Place, Hot In-Place, Central Plant, Cold planning. Advantages: Saving of about 40-80% in the use pavement material. Reuse and conservation of bitumen and aggregate. Energy conservation. Shorter construction period. Reduction in user delays during construction. 20
Hot-in place (HIP) Recycling Cold- In Place (CIP) Recycling Mobile Hot Asphalt Recycling Equipment Suitable For Direct Labor Works 21
Monumental Waste of 100% Recyclable Resource 22
SLOPE PROTECTION USING GABION MATTRESSES AND GEOTEXTILE Traditionally slope Cost effective, aesthetically protection ;top soiling, pleasing and grassing and stone pitching environmentally friendly. No etc. heavy plant or machinery. Reinstatement of failed Rapidly constructed slope; no work space for making it ideal for compaction. emergency works. Quality and compaction of the reinstated material is The geotextile underlayer not always ascertained. allows for filtration to prevent loss of subsoil Advantages: material as a result of drainage flow through the Permeability, Reduces pore gabion. water pressures behind the structure and allowing free drainage. 23
THE PROBLEM: SLOPE FAILURE ON A HIGH FILL MATERIAL SECTION Scouring Effect on Traditional Stone-Pitched Embankment 24
Proposed Innovative Solution: Gabion Boxes& Geotextile 25
ASPHALT RUBBER Engineers and Chemist incorporate Rubber into Asphalt with the Following Benefits: Resistance to bleeding. Reduction in traffic noise. Reduction in mat thickness. Last longer, chemical in scrap tyre retards aging and oxidation. Bitumen rubber could be used as crack sealant. 26
Conclusion We owe the Nigerian engineering community and the general public a duty if we fail to commence the needed reform in the nation’s highway sector. There should be synergy between NUC or Individual Universities and MDAs, Civil Engineering contractors and consultancy firms so as to replace the volume of theoretical or abstract subjects or topics as it is contained in the present engineering curriculum in Nigerian Universities. 28
Conclusion cont’d Professional lecturers in the Universities should be encouraged to do their sabbatical in MDAs and companies so as to bridge the gap between theory and practice. Universities should discourage students embarking on research that would forever remain an academic adventure on the University library shelves e.g. using periwinkle shelve as aggregate for production of concrete or using bamboo sticks as reinforcement bars in concrete. The present curriculum of engineering degrees in Nigerian Universities needs a radical change. 29
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