Canadian User-Producer Group for Asphalt CUPGA 2007, Sustainability Symposium November 18, 2007 Reducing the size of the “asphalt ecological footprint” with SEAM™ (Sulphur Extended Asphalt Modifier) Presented by: Imants Deme Shell Sulphur Solutions ™Shell Canada Energy Contents • Sulphur-Extended Asphalt history • SEAM™ properties and use • Health, safety and environment • SEAM™ technology (40/60 SEAM/bitumen “semi-rigid” pavements) - Bitumen reduction - Road performance properties - Road design • The green page • Examples of applications 2 SEAM™ history 3 Historical perspective Liquid sulphur + High shear mixer No H2S scavenger & no plasticizer 1970s & 80s NOW Pelletized sulphur with dispersing agent, H2S scavenger & plasticizer: SulphurExtended Asphalt Modifier = SEAM 4 SEAM™ properties and use 5 SEAM™ Properties • Solid pellet at ambient temperatures (<5 mm) • Easy to add to asphalt hot-mix • Melts quickly in hot-mix • Can be stored on ground or in silos • Additive advantages: - disperses sulphur in bitumen - reduces odour & gas emissions - plastification agent 6 Health, safety, environment 7 SEAM Mix Fume Emissions (Six Hour Average) 2 1 ASPHALT HOT-MIX PLANT: ASPHALT PAVER: H2S S02 H2S & SO2 = 0 AT MIXER AND TRUCK LOADING AREA (SHOWN BY ARROW) ABOVE SCREED (1): 0.9 PPM 0 PPM OPERATOR PANEL (2): 0.1 PPM 0.3 PPM AVERAGE LIMIT (2002 TLV): 10 PPM 2 PPM INDUSTRIAL HYGIENIST CONCLUSION: “…NO BREACH OF COMPLIANCE FOR EMPLOYEE EXPOSURE” 8 Stack emissions not increased Emissions – kg/h Gencor Plant, 300 tph capacity ASPHALT MIX SEAM MIX PARTICULATE MATTER 1.59 (1.25 – 1.97) 1.71 (1.43 – 2.25) SULFUR DIOXIDE 0.193 0.017 – 0.534 0.252 0.050 – 0.394 HYDROGEN SULFIDE <0.015 0.012 – 0.018 <0.014 0.014 0.015 TOTAL HYDROCARBONS (expressed CH4) 9.466 8.92210.401 8.240 7.264-9.218 Conclusion: No significant difference in SO2 & H2S emissions and lower hydrocarbon emissions for SEAM mix 9 VOC reduced by 50% Date and conditions Sample No. Code Total VOC ppbv Aug 15: Downwind, 5-m; Asphalt mix produced @ 152 C TO21557 DWNo S 214 Aug 15: Upwind, 5m; Asphalt mix produced @ 152 C TO21558 UWNo S 257 Aug 16: Breathing zone; mix with SEAM Produced @ 140 C TO21559 BZ-S 98 Aug 16; Downwind, 5m, 450; SEAM mix produced @ 140 C TO21560 DWS 99 SUMA vacuum canisters used in study 10 SEAM™ technology • Bitumen reduction • Strength properties • Road design 11 12 SEAM / BITUMEN: 25/75 to 30/70 Binder mod. 40/60 Mix Modifier 50/50 Mix Modifier Bitumen saving, % 16 - 20 30 40 Mix Type: FLEXIBLE SEMI-RIGID RIGID Resilient modulus Similar to asphalt mix, mix is “flexible” High mix modulus & strength; low SST plastic strain Very high modulus and very low SST plastic strain Rut resistance 25/75: Same as for asphalt mix; 30/70: more rut resistant 50% less rutting Very rut resistant Hot mix handling Similar to normal asphalt mix Slightly shorter time for mix compaction when surface cools rapidly Significantly less time available for compaction Special equipment requirements (besides SEAM feeder) Use in road structures None None Mass transfer vehicle for remixing at paver (for uniform temp.) Suitable for all road designs Thick & strong road structures, deflection < 1.2mm* Very thick road base structures, deflection < 0.5mm* SEAM* “PG Performance” based on Marshall SEAM addition to asphalt mix increases Marshall Stability and has the same effect as using modified bitumens which are from 1.8 to 3.6 PG grades higher 16000 P G 5 8 -2 8 + S E A M 15000 P G 5 2 -2 8 + S E A M P G 6 4 -2 2 + S E A M M a rs h a ll S ta b ility , N 14000 PG70-22 + SEAM P G 4 6 -3 4 + S E A M 13000 12000 PMA PMA 11000 10000 9000 8000 7000 6000 5000 46 52 58 64 70 76 P G H ig h T e m p e ra tu re V a lu e o f A s p h a lt C e m e n t a n d P M A , C * In “semi-rigid” mix (40SEAM/60Bitumen) 82 Marshall Stability: 2-3 PG grade increase Marshall Stability, N HL4 Asphalt Mix HL4 SEAM Mix HL4 PMB Mix 18000 16000 14000 12000 10000 8000 6000 4000 2000 0 PG46-34 PG52-34 PG58-28 PG64-22 PG70-22 PG64-34 PG70-34 300/400 200/30 150/200 80/100 59 Pen PMB PMB A P A R u t D ep th C o m p aris o n – APA Wheel Rutting (After 8000 wheel passes) H L 4 & H L 1 A s p h alt & S E A M M ix es ASPHALT S E AM 19 m m F in e-G rad ed A g g reg ate M ix es (HL 4, P G 58-28) ASPHALT S E AM 16 m m C o ars e-G rad ed (S u p erp av e) A g g reg ate M ix es (HL 1, P G 58-28) 20 SEAM modulus is less temperature sensitive 7000 Asphalt 1Hz Resilient Modulus, MPa 6000 SEAM 1Hz 5000 4000 3000 2000 1000 0 -10 0 10 15 Temperature, C 20 30 Thick SEAM pavements may prolong road life Road Life, msa msa = millions standard axles 70 60 50 40 30 20 10 0 Asphalt SEAM 57.9 0.8 1.3 100mm +300mm gran. base sub-base 1.2 4.9 200mm sub-base 11.5 300mm Asphalt or SEAM Pavement thickness sub-base Predicted road life increases with pavement thickness & SEAM may provide exceptionally longer road lives when used in thick pavements 17 Restrained Specimen (TSRST) Cooling Test MIX: PG52-34 + SEAM COOLING RATE: -10 C/h 18 Addition of SEAM to asphalt mix does not change pavement resistance to cracking at low temperatures A s phalt M ix -45 S E A M M ix B itum en C rackin g T em p eratu re, C -40 -35 -30 -25 -20 -15 -10 -5 0 PG46-34 PG52-34 PG58-28 PG64-22 PG58-28 300/400 200/300 150/200 80/100 80/100 NB: Mix cracking temperature within 2.4 °C of bitumen PG low temperature value 19 Uses for which SEAM is particularly suited • Heavy duty use: heavy duty pavements, high traffic intersections, bus lanes, truck climbing lanes, truck terminals, airfields, container terminals • Upgrades quality of mixes made with poor aggregates: - Rut resistant mixes from fine-graded (sandy, marginal) aggregates - Aggregate conservation: reduces amount of stone required to be crushed to make angular fines (important in aggregate-scarce areas) - Safeguard against premature rutting for pavement sections which were under-compacted during construction • The combination of high rut resistance, constant stress fatigue resistance (road life) & higher modulus (load spreading), makes SEAM mixes particularly suitable for thick long life “perpetual” pavement designs • Prevents pavement cracking in cold climate areas without compromising resistance to rutting of pavements • Improves performance of mixes made with poor quality (e.g. waxy) bitumens (i.e.resistance to rutting and cracking) 20 The Green Page – Advantages from SEAM use • Energy Cost Saving (approx. 5 % direct; 11% indirect) - Less bitumen to heat - Lower mix temperature (ie. 1/3 way to “warm” mix) - Lower plant fuel consumption - Significantly lower fuel consumption relative to PMA • Conservation of Hydrocarbon Resources - Conserves fuel & bitumen • Conservation of Aggregate Resources - Permits use of fine-graded (marginal, sandy) aggregates - Stability of sand-asphalt mixes increased significantly • Environment - Reduces VOCs (volatile organic constituents) - Use in roads provides sulphur producers with a sustainable application for unmarketable sulphur - Provides a carbon credit (bitumen reduction/lower energy, etc.) 21 Summary of SEAM-specific issues • Feeder required for adding SEAM pellets accurately • Strict temperature control is required during SEAM mix processing • SEAM mixes emit more odor, fumes, and eye irritant than conventional asphalt mix during mix placement (NB: SEAM use complies with regulatory exposure requirements) • More difficult to recycle hot 22 High stress intersection Storage terminal parking lot Vancouver, Canada Las Vegas, USA SEAM w earing & base course Port of Oakland, California 300mm SEAM pavement Yunnan, China Tollway SEAM base course with SMA top course Nantong Port, China storage terminal Kazakhstan SEAM pavement Saudi Arabia SEAM test road Reducing the size of the asphalt ecological footprint 29 Calgary, Canada – SEAM wearing course