CONCAST PRECAST GROUP CIVIL ENGINEERING SOLUTIONS

CONCAST PRECAST GROUP CIVIL ENGINEERING SOLUTIONS

Copyright Concast Precast Ltd 2009 Note: Please note technical information provided is for guidance only, project specific requirements should be discussed at the appropriate time.

The Concast Precast Group is a major provider of precast concrete solutions servicing the Irish and UK markets. Founded in 1975, Concast s business has grown through our reputation for delivering quality projects, on time and within budget. Range of projects 2 Our Service 3 Concast has a professional cross functional team with the expertise and state of the art facilities to deliver an extensive range of precast solutions. Concast offers both public and private sector clients a comprehensive service including design, production, transportation and installation on site. Concast provides precast solutions to a wide range of including road and rail projects, multi-storey car parks, office blocks, residential schemes, industrial schemes, sports stadia and power plants. ridge eams 4 TY eams TYE eams M eams Y eams YE eams U eams CSU eams (Concast Super U) ridge ecks 8 Glass Reinforced Concrete (GRC) Omnia Slab Ramp Slabs Retaining Walls 9 Culverts 10 Wingwalls Headwalls Contents 1

1 2 3 1. ocklands Residential Scheme Concast provides multi-storey structural precast concrete solutions for major residential schemes, including luxury apartments, duplexes and townhouses, social-affordable schemes and student accommodation. Concast s design team provides flexible solutions, to suit modern designs. In addition to the structural frame, Concast can provide additional products such as precast balconies, cladding panels, lift-core pods. 2. Sports and Leisure Stadia Concast are a leading manufacturer of sports and leisure facilities including spectator stands which generally incorporate auxiliary facilities such as changing rooms, meeting rooms, conference and exhibition space. 3. Multi-storey Car Parks Precast provides flexible and competitive solutions for all types of multi-storey car parks, from stand-alone car parks, to underground or basement car parks on multi-storey, industrial and residential schemes. 2

esign & Planning Concast s in-house designers, work closely with our clients design team to deliver a flexible and innovative solution for every project undertaken. It is essential to identify the most efficient sizes and shapes for components, at an early stage. This ensures structural efficiency and minimises cost. Transport & Installation Concast has a fleet of specialist equipment, to facilitate the transportation and installation of our precast concrete products. Professional crews, complete the installation process on site. Concast is committed to delivering projects on programme and within budget in a safe and efficient manner. Production & ISO Quality Controls Concast has invested heavily in plant and equipment; our modern moulding systems produce a consistently high quality product. Concast has been awarded ISO 9001 Quality Certification, which is independently monitored. Health & Safety Safe working procedures are implemented at all stages of the process from the initial design risk assessment right through to the completion of the safety file. Precast construction keeps the site, cleaner and improves logistics on site. Concast Provide a Quality Service 3

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ridge eams Prestressed concrete bridge beams provide a durable, high quality solution for modern road structures. Concast has a dedicated production facility, which manufactures to precise tolerances in compliance with ISO 9001 quality procedures. The high quality steel moulds produce units with an impressive finish, available in a wide range of bridge profiles, which span up to 45m depending on conditions. eam Type Shape Spans Applications TY 5-18m Medium span bridges, car parks, jetties and marine decks. TYE 5-18m Generally used as edge beams to the TY eam. Prestressed technology typically provides slimmer, stronger, lighter, beams and also lowers the cost versus traditional building methods. The speed of installation of precast bridge beams is a key benefit when contractors are planning major road. The prestressed beams manufactured in the facility can also be used in the construction of multistorey car parks,, jetties and marine decks etc. Introducing the Concast Super U (CSU) eam Concast manufactures a wide range of bridge profiles such as the familiar TY, Y, M and U formats etc. U beams are the most widely used beam due to their attractive profile. Concast has also introduced the Concast Super U beam (CSU) with larger spans. The Concast team has designed and developed the Concast Super U beam (CSU) in consultation with engineering firm Mott Maconald. Subsequent to rigorous third party testing and approval, the CSU has been successfully erected on numerous National Roads Authority (NRA) bridge schemes. For larger spans the CSU has significant economic advantages when compared to the standard U-beam, providing a lower cost solution, with faster erection times and greater spans of up to 45m. The familiar and attractive U profile is maintained on the underside of the finished bridge ensuring that the CSU will stand the test of time both from a durability and aesthetic perspective. M 16-29m Provides voided bridge deck for medium and long span road bridge construction. Y 14-31m Medium and long span bridge beams. YE 14-31m Medium and long span bridge beams. YE is generally used as edge beams to the Y eam. U 14-34m Excellent for skewed structures, good with torsion. U beams are popular due to their attractive edge profile. CSU 13-45m Similar in design and profile to the standard U beam, but with greater spanning capabilities. Note: The above table provides a guide only, the Concast design office should be consulted in relation to specific technical requirements for individual contracts. Parapets Precast concrete parapets can be supplied by Concast and fixed on site. Precast concrete removes the necessity for complicated formwork, steel-fixing and pouring which is required for traditional insitu parapets. The required fixings or sockets for projecting bars may be provided as part of the bridge beam and cast in during the production stage. ridge eams 5

EAM Properties m am eam g es m am voided ck for and long bridge m tion dium -29m an 34 m eam medium ges and ial m ents 8m m dium an l eam nts for short m ium span nd ial ents 18m TY eam Short and medium span bridges and. Span: 5-18m H Section No Span [m] epth [mm2] Height centroid above soffit Yb Zt (top) [mm3 x 10^6] esign self weight per unit has been taken as 24kN/m3 Zb (bottom) [mm3 x 10^6] Second moment of area [mm4 x 10^9] Approximate self weight [kn/m] M eam Provides voided bridge deck for medium and long span road bridge construction Span - 16-29m TY1 4.5-8.5 400 218 188663 145.5 7.69 13.46 1.9581 4.53 M3 17.5-19.5 800 200 348650 309.8 TY2 7.5-9.5 450 238 200046 161.4 9.71 17.35 2.8011 4.80 TY3 8.5-10.5 500 258 212444 179.7 12.35 22.00 3.9538 5.10 M4 19-21 880 200 380650 353.4 SECTION TY4 9.5-11.5 PROPERTIES 550 279 225858 200.2 15.62esign self weight 27.28 per unit has been 5.4630 taken as 24kN/m3 5.43 M5 20.5-22.5 960 440 355050 357.0 TY5 10.5-12.5 600 epth 299 240288 Height 222.7 centroid 19.54 33.10 Second moment 7.3730 Approximate 5.77 M6 22-24 1040 440 387050 409.2 TY6 Section 11.5 No - 13.5Span (m) 650 319 [mm2] 255733 above 247.0 soffit Yb Zt 24.14 (top) Zb (bottom) 39.38 of area 9.7266 self weight 6.14 M7 23.5-26 1120 440 419050 459.6 TY7 12.5-14.5 700 339 272194 272.9 [mm3 29.42 x 10^6] [mm3 46.04 x 10^6] [mm4 x 10^9] 12.565 [kn/m] 6.54 970 M8 25-27 1200 680 393450 454.1 TY8CSU113.5-15.513-18.5 800 360 572964 289671 300.2 305.43 35.41 71.92 116.46 53.06 35.5715.926 13.75 6.96 M9 26.5-28.5 1280 680 425450 512.3 TY9CSU314.5-16.514.5-20 800 900 380 607700 308163 328.6 346.09 42.11 89.61 143.43 60.40 49.6419.851 14.58 7.40 TY10 15.5-17.5 850 400 327671 358.2 49.56 68.05 24.375 7.87 M10 27-29 1360 680 457450 568.0 CSU5 16-22 1000 642435 387.76 108.86 171.89 66.65 15.41 TY11CSU7 16-1817.5-24.5 900 1100 421 693173 348244 388.6 440.39 136.31 57.76 204.17 76.01 89.9129.539 16.63 8.36 CSU8 19-26.5 1200 727908 484.40 159.60 235.78 114.21 17.46 CSU9 21-28.5 1300 762644 528.97 184.29 268.62 142.09 18.30 TYE eam esign self weight per unit has been taken as 24kN/m3 CSU10 22.5-30.5 1400 814082 585.39 219.68 305.69 178.95 19.53 Section Span epth Height cent Edge beam for short and Section CSU11 Span 24-32 epth 1500 848817 Height centroid ist. 631.44 centroid to 248.24 341.46 Second 215.61 moment Approximate 20.37 No [m] [mm2] above soffit medium span bridges and No. [m] [mm2] above soffit vertical face of area self weight TY eam CSU12 25.5-34 1600 883553 Yb 677.81 Xb 278.12 Zt (top) Zb 378.40 (bottom) [mm4 256.48 x 10^9] 21.20 [kn/m]. [mm3 x 10^6] [mm3 x 10^6] esign self weight per unit has been taken as 24kN/m3 CSU13 27.5-36 1700 935690 736.85 321.40 420.11 309.56 22.45 Short and medium TY1 4.5-8.5 400 218 188663 145.5 400 Section Span epth Web Height centroid Second moment Approximate TYE1 Span: 5-18m CSU14 4.5-8.529-37.5 400 484 1800 244080 977621 179.2 790.77 317.3 362.97 14.23 463.24 17.54 366.32 3.1420 23.46 5.86 No. Height [mm2] above soffit Yb of area self weight TY2 7.5-9.5 450 238 200046 161.4 TYE2 7.5-9.5 450 494 268520 201.6 310.6 18.07 22.28 4.4905 6.45 span bridges and [mm4 x 10^9] [kn/m] CSU15 30.5-39 1900 1018768 844.45 406.12 507.64 428.68M eam H 24.44 [mm3 x 10^6] [mm3 x 10^6] TY3 8.5-10.5 500 258 212444 179.7 TYE3 8.5-10.5 500 504 293470 224.8 305.4 22.54 27.60 6.2035 7.05 M2 16-18 720 200 316650 265.4 35.64 61.04 16.202 7.60 CSU16 32-40.5 2000 1060951 898.81 451.64 553.33 497.34 25.46 TY4 9.5-11.5 550 279 225858 200.2 TYE4 Provides voided M3 17.5-19.5 800 200 348650 309.8 46.96 74.32 23.020 8.37 9.5-11.5 550 514 318920 248.8 301.4 27.62 33.45 8.3207 7.65 TY5 10.5-12.5 600 299 240288 222.7 CSU17 33.5-41 2100 1105933 954.72 500.41 600.29 573.11 TYE5 10.5-12.5 600 bridge deck 26.54 for 525 344880 273.3 298.2 33.31 39.81 10.8820 8.28 M4 19-21 880 200 380650 353.4 58.76 87.56 30.944 9.14 TY6 11.5-13.5 650 319 255733 247.0 TYE6 CSU18 35-43.5 2200 esign 1153716 self weight per unit has 1012.09 been taken as 24kN/m3552.50 648.48 656.32 27.68 M5 20.5-22.5 960 440 355050 357.0 59.39 100.33 35.813 8.52 11.5-13.5 650 535 371350 298.4 295.8 39.62 46.68 13.929 medium and 8.92long Span - 5-18m TY7 12.5-14.5 700 339 272194 272.9 epth Height centroid Second moment Approximate M6 22-24 1040 440 387050 409.2 75.39 116.23 47.559 9.29 TYE7 CSU19 12.5-14.5 36.5-45 700 545 2300 398330 1204298 323.9 1070.80 294.1 607.95 46.54 697.88 54.04 747.29 17.503 28.90 Section No Span (m) [mm2] above soffit Yb of area self weight span road bridge 9.56 M7 23.5-26 1120 440 419050 459.6 91.52 131.53 60.446 10.06 TY8 13.5-15.5 360 289671 300.2 TYE8 [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9] [kn/m] 13.5-15.5 555 425810 349.8 292.8 54.09 61.88 21.646 construction 10.22 970 M8 25-27 1200 680 393450 454.1 87.39 143.57 65.187 9.44 CSU1 13-18.5 800 572964 305.43 71.92 116.46 35.57 13.75 TY9 14.5-16.5 800 380 308163 328.6 CSU3 TYE9 90014.5-16.5 607700 800 346.09 565 453800 89.61 143.43 376.0 49.64 292.0 14.58 62.27 70.21 26.401 Span - 16-29m M9 26.5-28.5 1280 680 425450 512.3 108.09 161.96 82.977 10.21 14.5-20 10.89 TY10 15.5-17.5 850 400 327671 358.2 M10 27-29 1360 680 457450 568.0 128.65 179.36 101.880 10.98 CSU5 16-22 TYE10 1000 15.5-17.5 642435 850 387.76 575 482290 108.86 171.89 402.6 66.65 291.6 15.41 71.10 79.03 31.814 11.58 TY11 16-18 900 421 348244 388.6 CSU7 17.5-24.5TYE11 1100 693173 440.39 136.31 204.17 89.91 16.63 16-18 900 585 511300 429.4 291.5 80.59 88.33 37.928 12.27 CSU8 19-26.5 1200 727908 484.40 159.60 235.78 114.21 17.46 CSU9 21-28.5 1300 762644 528.97 184.29 268.62 142.09 18.30 esign self weight per unit has been taken as 24kN/m3 M eam TYE eam esign self weight per unit has been taken as 24kN/m3 CSU10 22.5-30.5 1400 814082 585.39 219.68 305.69 178.95 19.53 Section Span epth Height centroid Second moment Approximate CSU11 24-32 1500 848817 631.44 248.24 341.46 215.61 20.37 No [m] [mm2] above soffit Yb of area self weight epth Height centroid Second moment TY Approximate eam [mm4 x 10^9] [kn/m] Section Span epth Height centroid ist. ce CSU12 25.5-34 1600 883553 677.81 278.12 378.40 256.48 21.20 [mm3 x 10^6] [mm3 x 10^6] esign self weight per unit has been taken as 24kN/m3 No. [m] [mm2] above soffit vertic CSU13 27.5-36 Provides voided bridge deck for Section 1700No 935690 Span (m) 736.85 321.40 420.11 [mm2] above 309.56soffit Yb 22.45 of area Short and self medium weight TY1 4.5-8.5 400 218 188663 145.5 7.69 13.46 1.9581 4.53 Section Span epth Web Height centroid [mm3 Section x 10^6] modulus [mm3 x 10^6] Second [mm4 x moment 10^9] Approximate [kn/m] Edge beam for short Yb Xb CSU14 29-37.5 1800 977621 790.77 362.97 463.24 366.32 23.46 TY2 7.5-9.5 450 238 200046 161.4 9.71 17.35 2.8011 4.80 medium span bridges and and long span roadcsu15 30.5-39 1900 1018768 No. 844.45 Height406.12 [mm2] 507.64 above 428.68 soffit Yb 24.44 TY3 8.5-10.5 500 258 212444 179.7 12.35 22.00 3.9538 5.10 of area self weight CSU16 32-40.5 2000 1060951 898.81 451.64 553.33 497.34 25.46 [mm4 x 10^9] [kn/m] and TY4 medium 9.5-11.5 span 550 279 225858 200.2 15.62 27.28 5.4630 5.43 TYE1 4.5-8.5 400 484 244080 179.2 31 bridge construction. U3 14.5-20 H 900 510457 398.4 84.39 106.27 42.335 12.25 TY5 10.5-12.5 600 299 240288 222.7 19.54 33.10 7.3730 5.77 CSU17 33.5-41 2100 1105933 954.72 500.41 600.29 573.11 [mm3 26.54 x 10^6] [mm3 x 10^6] TYE2 7.5-9.5 450 494 268520 201.6 31 U5 16-22 1000 543837 444.8 102.49 127.91 56.898 13.05 bridges TY6 11.5 and - 13.5 650 319 255733 247.0 24.14 39.38 9.7266 6.14 CSU18 35-43.5 2200 1153716 1012.09 552.50 648.48 656.32 27.68 Span: 16-29m M2 16-18 720 200 316650 esign self weight per 265.4 unit has been taken as 24kN/m3 35.64 61.04 16.202 Span - 5-18m7.60 TY7 12.5-14.5 700 339 272194 272.9 29.42 46.04 12.565 6.54 TYE3 8.5-10.5 500 504 293470 224.8 30 CSU19 36.5-45 2300 1204298 1070.80 607.95 697.88 747.29 28.90 400 Section Span M3 epth U7 17.5 Web - 19.5 17.5-24.5 800 Height centroid 1100 200 Section 348650 577217 modulus 309.8 Second 491.7moment Approximate 46.96 121.93 150.83 74.32 74.168 23.020 13.85 TY8 13.5-15.5 360 289671 300.2 35.41 53.06 15.926 6.96 8.37 TYE4 9.5-11.5 550 514 318920 248.8 30 TY9 14.5-16.5 800 380 308163 328.6 42.11 60.40 19.851 7.40 No. Height [mm2] above soffit Yb of area self weight TYE5 M4 U8 19-2119 - 26.5880 1200 TY10 15.5-17.5 850 400 327671 358.2 49.56 68.05 24.375 7.87 10.5-12.5 600 525 344880 273.3 29 380650 610597 353.4 [mm4 539.0x 10^9] 58.76 [kn/m] 142.68 174.99 H 87.56 94.315 30.944 14.65 9.14 [mm3 x 10^6] [mm3 x 10^6] TY11 16-18 900 421 348244 388.6 57.76 76.01 29.539 8.36 TYE6 11.5-13.5 650 535 371350 298.4 29 M2 16-18 M5 720U9 20.5 200-22.5 21 316650-28.5960 265.4 1300 440 35.64 355050 64398761.04 357.0 586.5 16.202 59.39 164.69 7.60 100.33 200.36 117.510 35.813 15.46 8.52 Span - 5-18m TYE7 12.5-14.5 700 545 398330 323.9 29 M3 17.5-19.5 800 200 348650 309.8 46.96 74.32 23.020 8.37 M6 22-24 1040 440 387050 409.2 75.39 116.23 47.559 9.29 M4 U10 19-21 880 200 22.5 380650-30.5 353.4 1400 58.76 67735787.56 634.3 30.944 187.93 9.14 226.90 143.910 16.26 TYE8 13.5-15.5 555 425810 349.8 29 esign self weight per unit has been taken as 24kN/m3 esign self weight per unit has been taken as 24kN/m3 TYE eam Section Span epth Height centroid ist. centroid to TYE9 M5 20.5-22.5 M7 960U11 440 23.5-26355050 24-32 1120357.0 1500 440 59.39 419050 710737100.33 459.6 682.2 35.813 91.52 212.40 8.52 131.53 254.60 173.690 60.446 17.06 10.06 14.5-16.5 800 565 453800 376.0 29 epth Height centroid Second moment Approximate Second moment Approximate No. [m] [mm2] above soffit vertical face of area self weight Section TYE10 575 482290 M6 No 22 Span - 24 (m) M8 1040 440 25-27[mm2] 387050 above 1200409.2 soffit Yb Zt 680 75.39 (top) Zb (bottom) 393450 116.23 of area 454.1 47.559 self weight 29 87.39 9.29 15.5-17.5 850 402.6 143.57 65.187 9.44 M7 23.5-26 1120U12 440 25.5 419050-34 459.6 1600[mm3 x 10^6] 91.52 744117 [mm3 x 10^6] [mm4 x 10^9] [kn/m] Edge beam for short Yb Xb [mm4 x 10^9] [kn/m] [mm3 x 10^6] [mm3 x 10^6] 131.53 730.4 60.446 10.06 238.07 283.45 207.030 17.86 TYE11 16-18 900 585 511300 429.4 29 970 M8 25-27 M9 1200 26.5 680-28.5393450 1280454.1 680 87.39 425450 143.57 512.3 65.187 108.09 9.44 161.96 82.977 and medium 10.21 span TYE1 4.5-8.5 400 484 244080 179.2 317.3 14.23 17.54 3.1420 5.86 U3 14.5-20 900 510457 398.4 84.39 106.27 42.335 12.25 TYE2 7.5-9.5 450 494 268520 201.6 310.6 18.07 22.28 4.4905 6.45 U5 M9 26.5-16 28.5-22 M10 1280 1000 680 27-29 543837 425450 1360512.3 444.8 680102.49 108.09 457450 127.91 161.96 568.0 56.898 82.977 13.05 128.65 10.21 179.36 101.880 bridges and 10.98 TYE3 8.5-10.5 500 504 293470 224.8 305.4 22.54 27.60 6.2035 7.05 M10 U7 2717.5-29- 24.5 1360 1100 680 577217 457450 491.7 568.0 121.93 128.65 150.83 179.36 74.168 101.880 13.85 10.98 TYE4 9.5-11.5 U8 19-26.5 1200 610597 539.0 142.68 174.99 94.315 14.65 U9 21-28.5 1300 643987 586.5 164.69 200.36 117.510 15.46 Typical 550 Specification 514 318920 248.8 301.4 27.62 33.45 8.3207 7.65 TYE5 10.5-12.5 600 525 344880 273.3 298.2 33.31 39.81 10.8820 8.28 TYE6 11.5-13.5 650 535 371350 298.4 295.8 39.62 46.68 13.929 8.92 Span - 5-18m TYE7 12.5-14.5 700 545 398330 323.9 294.1 46.54 54.04 17.503 9.56 esign self weight per unit has been taken as 24kN/m3 U10 22.5-30.5 1400 677357 634.3 187.93 226.90 143.910 16.26 TYE8 13.5-15.5 555 425810 349.8 292.8 54.09 61.88 21.646 10.22 Y eam Section Span epth Height centroid Second moment Approximate TYE9 14.5-16.5 800 565 453800 376.0 292.0 62.27 70.21 26.401 10.89 U11 No [m] 24-32 SECTION 1500 Span PROPERTIES 710737[mm2] above 682.2soffit Yb 212.40 254.60 173.690 of area 17.06 self weight esign self weight per unit has been taken as 24kN/m3 TYE10 850 575 482290 402.6 291.6 71.10 79.03 31.814 11.58 Ideal for medium and long span 15.5-17.5 U12 25.5-34 1600 [mm4 x 10^9] [kn/m] Section [m] 744117 Span (m) epth 730.4 238.07 [mm3 x 10^6] 283.45 [mm3 x 10^6] Height 207.030 centroid 17.86 TYE11 Second moment Approximate 16-18 900 585 511300 429.4 291.5 80.59 88.33 37.928 12.27 bridges and TY1 4.5-8.5 No 400 218- eams 188663 @ 145.5 7.69 [mm2] 13.46 above soffit 1.9581 Yb 4.53 of area self weight TY2 7.5-9.5 450 238 200046 161.4 9.71 17.35 2.8011 Zt 4.80 (top) Zb (bottom) [mm4 x 10^9] [kn/m] Concrete earings. 1000 c/c TY3 8.5-10.5 500 258 212444 179.7 12.35 22.00 3.9538 5.10 4.5-8.5 [mm3 x 10^6] [mm3 x 10^6] TY4 9.5-11.5 550 279 225858 200.2 15.62 27.28 5.4630 5.43 Span 14-31m Transfer cube strength = 35 N/mm2. earings for bridge beams TY5 10.5-12.5 600 Y1 7.5 299-14 9.5-16.5 240288 700 222.7 198.1 19.54 310140 33.10 255.07.3730 24.88 5.77 43.42 11.073 Typical 7.44 Specification SECTION TY6 PROPERTIES 11.5-13.5 650 8.5 319-10.5 255733 247.0 24.14 esign self weight 39.38per unit has been 9.7266 taken as 24kN/m3 6.14 Y2 15.5-19 800 227.0 340830 298.4 35.07 58.96 17.593 8.18 28 day cube strength = 60 N/mm2. particular application. As a Section TY7 12.5 Span - 14.5 (m) epth 700 339 272194 Height centroid 272.9 29.42 46.04 12.565 Approximate 6.54 9.5-11.5 Second moment No TY8-13.5 eams - 15.5 @ Y3 360 18-21.5 [mm2] 289671 above soffit 900 300.2 Yb 255.8 35.41 374420 53.06 346.8 of area 15.926 self weight 47.95 6.96 76.51 26.530 8.99 (Higher strengths can be accommodated where necessary) closest to the abutment sh TY9 14.5-16.5 800 10.5 380-12.5 308163 328.6 42.11 60.40 [mm4 x 10^9] 19.851 [kn/m] 7.40 Concrete earings 1000 c/c TY10 15.5-17.5 850 Y4 400 20.5-24327671 1000 [mm3 358.2 284.7 x 10^6] [mm3 49.56 410880 x 10^6] 68.05 399.324.375 63.63 7.87 95.72 38.220 9.86 11.5-13.5 Transfer cube strength = 35 N/mm2. earings for bridge beams should be considered on the merits of each end of the beam (See sket TY11 14 16 - - 16.5 18 700 900 198.1 421 310140 348244 255.0388.6 24.88 57.76 43.4276.01 11.073 29.539 7.44 8.36 Y5 12.5-14.5 23-26 1100 313.5 450230 455.2 82.19 116.40 52.990 10.81 Y2 15.5-19 800 227.0 340830 298.4 35.07 58.96 17.593 8.18 28 day cube strength = 60 N/mm2. particular application. As a general rule however, the edge of the bearing the soffit line of prestress Y3 18-21.5 900 Y6 13.5 255.8-25 15.5-374420 28.5 346.8 1200 47.95 342.3 492460 76.51 514.0 26.530 8.99 103.73 138.45 71.160 (Higher 11.82 strengths can be accommodated where necessary) Cement closest to the abutment should be detailed at least 125mm in from the Y4 20.5-24 1000 284.7 410880 399.3 63.63 esign 95.72 self weight per unit 38.220 has been taken 9.86 as 24kN/m3 14.5-16.5 Section Span epth Y7 27.5-31 Height centroid 1300 ist. centroid 371.2 to 537580 575.0 Approximate Second moment 128.35 161.83 93.052 12.90 end of the beam (See sketch below). Cast in items cannot project below Y5 23-26 1100 313.5 450230 455.2 82.19 116.40 52.990 10.81 Cement usually complies with. S. 12 - Portland. No. [m] 15.5 -[mm2] 17.5 above soffit vertical face of area self weight Y6 1200 Y8 342.3 28-492460 31 Yb 514.0 1400 Xb 103.73 400.0 Zt (top) 585580 138.45 Zb (bottom) 637.8 71.160 [mm4 x 10^9] 11.82 156.12 [kn/m] 186.56 118.990 14.05 the soffit line of prestressed units. 25-28.5 Cement 16-18 [mm3 x 10^6] [mm3 x 10^6] Y7 27.5-31 1300 371.2 537580 575.0 128.35 161.83 93.052 12.90 The following may also be used: TYE1 4.5-8.5 400 484 244080 179.2 317.3 14.23 17.54 3.1420 5.86 Cement usually complies with. S. 12 - Portland. Y8 28-31 1400 400.0 585580 637.8 156.12 186.56 118.990 14.05 TYE2 7.5-9.5 450 494 268520 201.6 310.6 18.07 22.28 4.4905 6.45 The following may also be used:. S. 3892 - p.f.a. TYE3 8.5-10.5 500 504 293470 224.8 305.4 22.54 27.60 6.2035 7.05 TYE4 9.5-11.5SECTION 550 514 PROPERTIES 318920 248.8 301.4 27.62 33.45 8.3207 7.65 esign self weight per unit has been taken. S. 3892 as 24kN/m3 - p.f.a. TYE5 10.5-12.5 600 525 344880 273.3 298.2 33.31 39.81 10.8820 8.28 Section Span epth Height centroid ist. centroid to Second moment Approximate TYE6 11.5-13.5 650 535 371350 298.4 295.8 39.62 46.68 13.929 8.92 TYE7 12.5-14.5 No. 700 545 398330 [m] 323.9 294.1 [mm2] 46.54 above 54.04 soffit vertical 17.503 face 9.56 of area self weight Aggregates TYE8 13.5-15.5 555 425810 349.8 292.8 54.09 Yb 61.88 Xb 21.646 10.22 Aggregates 125 125 [mm4 x 10^9] [kn/m] E EAM n Properties 6 H H 400 Section No. M2 Span 16-18 epth 720 Web Height H 200 [mm2] 316650 Height centroid above soffit Yb 265.4

CSU bridges eam and Ideal for long span bridges YE Span: 13-45m eam Edge beam for medium and long span bridges and Edge beam for Ideal for long span bridges Span: 13-45m Span: 14-31m U eam Ideal for medium and long span bridges Spans: 14-34 m Y eam Ideal for medium and long span Ideal for medium CSU eam bridges and and long span Ideal bridges for and long span bridges Span: 13-45m Span: 14-31m YE eam Span: 14-31m Edge beam for bridges medium and long U span eam bridges and Ideal for medium Span: and long 14-31m span bridges Spans: 14-34 m ridge eams Y eam Ideal for medium and long span RIGE EAM Span: 14-31m Section Properties YE eam CSU eam medium and long span bridges and Span: 14-31m U eam Ideal for medium YE eam Edge beam for medium and long span bridges and. Span: 14-31m and long span RIGE EAM bridges Spans: 14-34 m Section Properties RIGE EAM Y eam Section Properties CSU eam Span: 14-31m Ideal for long span bridges Span: 13-45m YE eam Edge beam for medium and long span bridges and U eam Ideal for medium and long span Spans: 14-34 m Y eam U eam Ideal for medium and long span bridges. Span: 14-34m CSU eam Ideal for long span bridges. Span: 13-45m No - eams @ [mm2] above soffit Yb CSU1 13-18.5 Zt (top) 800 Zb (bottom) 1000 c/c [mm4 572964 x 10^9] [kn/m] 305.43 71.92 116.46 35.57 13.75 [mm3 x 10^6] [mm3 x 10^6] CSU3 14.5-20 900 607700 346.09 89.61 143.43 Transfer cube 49.64 strength = 35 N/mm2. Y1 14-16.5 700 198.1 310140 255.0 24.88 43.42 11.073 7.44 14.58 Y2 15.5-19 800 227.0 340830 298.4 35.07 58.96 17.593 8.18 28 day cube strength = 60 N/mm2. CSU5 16-22 1000 642435 387.76 108.86 171.89 66.65 15.41 Y3 18-21.5 900 255.8 374420 346.8 47.95 76.51 26.530 8.99 (Higher strengths can be accommodated where necessary Y4 20.5-24 1000 284.7 CSU7 410880 399.3 17.5-24.563.63 1100 95.72 693173 38.220 9.86 440.39 136.31 204.17 89.91 16.63 Y5 23-26 1100 313.5 450230 455.2 82.19 116.40 52.990 10.81 CSU8 19-26.5 1200 727908 484.40 159.60 235.78 114.21 17.46 Y6 25-28.5 1200 342.3 492460 514.0 103.73 138.45 71.160 11.82 Cement Y7 27.5-31 1300 371.2 CSU9 537580 575.0 21-28.5128.35 1300 161.83 762644 93.052 12.90 528.97 184.29 268.62 142.09 18.30 esign self weight Cement per usually unit has M complies been taken eam with as. 24kN/m3 S. 12 - Portland. Y8 28-31 1400 400.0CSU10 585580 637.8 22.5-30.5156.12 1400 186.56 118.990 814082 14.05 585.39 219.68 305.69 The following 178.95 may 19.53 Section Span (m) epth Height centroid ist. centroid to Second Provides also be used: moment voided Approximate CSU11 24-32 1500 848817 631.44 248.24 341.46 No - eams @ [mm2] above soffit vertical face. S. 3892 - p.f.a. 215.61 20.37 of area self weight Yb Xb bridge deck for CSU12 1000 c/c 25.5-34 1600 883553 677.81 278.12 378.40 256.48 [mm4 x 10^9] 21.20 esign self weight per unit has been taken as 24kN/m3 [kn/m] [mm3 x 10^6] [mm3 x 10^6] medium and long CSU13 epth 27.5-36 Height centroid 1700 935690 Second moment 736.85 Approximate 321.40 420.11 Aggregates 309.56 22.45 Section No Span (m) YE1 14 -[mm2] 16.5 above 700 soffit Yb 474.1 Zt (top) 417260 Zb (bottom) 1800 977621 315.0 of area 790.77 309.5 self weight 362.97 44.43 463.24 54.31 366.32 17.106 span road bridge CSU14 29-37.5 23.46 10.01 Comply with. S. 882 - Concrete aggregates from Natural S [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9] [kn/m] esign self weight per unit has been taken as 24kN/m3 YE2 CSU15 15.5-19 800 488.5 1900 4701001018768 363.4 844.45 304.4 406.12 59.28 507.64 71.21 428.68 25.879 construction CSU1 13-18.5 800 572964 30.5-39 305.43 71.92 116.46 35.57 13.75 24.44 11.28 Section Span (m) epth Height centroid ist. centroid to Second moment Approximate No - eams CSU3@ 14.5-20 900 [mm2] CSU16 YE3 above 18 soffit 607700-21.5 vertical face 32-40.5900346.09 89.61 502.9 2000 524400 of 143.43 area 1060951 413.4self weight 49.64 14.58 Span - 16-29m 898.81 300.9 451.64 76.61 553.33 90.18 497.34 37.278 25.46 12.59 Yb 1000 CSU5 c/c 16-22 1000 642435Xb 387.76 [kn/m] [mm3 x 10^6] [mm3 108.86 [mm4 x 10^6] 171.89 x 10^9] 66.65 15.41 Prestressing Strands CSU17 YE4 20.5-24 33.5-41 1000 517.3 2100 5801301105933 464.6 954.72 298.7 500.41 96.45 600.29 111.15 573.11 51.641 26.54 13.92 YE1 14 CSU7-16.5 70017.5-474.1 24.5 4172601100 315.0 693173309.5 440.39 44.43 136.31 54.31 17.106 204.17 10.01 89.91 16.63 Comply with. S. 5896 with Class 2 relaxation. YE2 15.5 CSU8-19 800 19-488.5 26.5 470100 CSU18 1200 YE5 363.423727908-2635304.4-43.5 1100 484.40 59.28 531.8 2200159.60 71.21 6373001153716 25.879 235.78516.8 11.28 114.21 1012.09 297.517.46 552.50 118.85 648.48 134.13 15.7mm dia. standard 656.32 69.316at 209 kn 27.68 15.30 max. initial force YE3 18 CSU9-21.5 900 21-502.9 28.5 5244001300 413.4 762644300.9 528.97 76.61 184.29 90.18 37.278 268.62 12.59 142.09 18.30 CSU19 YE6 25-28.5 36.5-45 1200 546.2 2300 6959201204298 569.8 1070.80 297.1 607.95 143.86 697.88 159.10 747.29 90.659 28.90 16.70 YE4 20.5 CSU10-24 100022.5-517.3 30.5 5801301400 464.6 814082298.7 585.39 96.45 219.68 111.15 305.69 51.641 13.92 178.95 19.53 YE5 23 CSU11-26 1100 24 531.8-32 6373001500 YE7 516.8 27.5848817-31 297.5 1300 631.44 118.85560.6 248.24 134.13 755980 69.316 341.46623.6 15.30 215.61 297.320.37 171.55 186.08 116.040 18.14 YE6 1200 546.2 695920 569.8 297.1 143.86 159.10 90.659 16.70 TolerancesTY eam 25 CSU12-28.5 25.5-34 1600 883553 677.81 278.12 378.40 256.48 21.20 YE7 27.5 CSU13-31 130027.5560.6-36 755980 YE8 1700 623.628935690-31 297.3 1400 736.85 171.55575.0 321.40 186.08 817480 116.040 420.11 678.0 18.14 309.56 298.022.45 201.98 215.10 145.830 19.62 Unless specifically Short agreed and otherwise, medium beams will be made t YE8 28 CSU14-31 140029-575.0 37.5 8174801800 678.0 977621298.0 790.77 201.98 362.97 215.10 145.830 463.24 19.62 366.32 23.46 the full tolerances span shown bridges in Tp and specification. Clause 1710 CSU15 30.5-39 1900 1018768 844.45 406.12 507.64 428.68 24.44 CSU16 32-40.5 2000 1060951 898.81 451.64 553.33 497.34 25.46 (or.s. 8110 Part 1, Clause 6.11.3 and 6.11.4). CSU17 33.5-41 2100 1105933 954.72 500.41 600.29 573.11 26.54 CSU18 35-43.5 SECTION 2200 1153716 PROPERTIES 1012.09 552.50 648.48 656.32 27.68 esign self weight per unit has been Span taken - 5-18m as 24kN/m3 CSU19 36.5-45 2300 1204298 1070.80 607.95 697.88 747.29 28.90 epth Height centroid Second moment Approximate Section No Span (m) [mm2] above soffit Yb of area self weight [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9] [kn/m] U3 14.5-20 900 510457 398.4 84.39 106.27 42.335 12.25 esign self weight per unit has been taken as 24kN/m3 U5 16-22 1000 543837 444.8 102.49 127.91 56.898 TYE eam 13.05 epth Height centroid Second moment Approximate Section No Span (m) U7 [mm2] 17.5-24.5 above soffit Yb 1100Zt (top) TY eam 577217 Zb (bottom) of area 491.7 self weight 121.93 150.83 74.168 13.85 [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9] [kn/m] Edge beam for short Short and medium span U3 14.5-20 U8 900 510457 19-26.5 398.4 1200 84.39 610597 106.27 42.335 539.0 12.25 142.68 174.99 94.315 and medium 14.65 span bridges and commerical U5 16-22 1000 U9 543837 21-28.5 444.8 1300 102.49 643987 127.91 56.898 586.5 13.05 164.69 200.36 117.510 bridges and 15.46 U7 17.5-24.5 1100 577217 491.7 121.93. 150.83 Span 74.168-5-18m 13.85 U10 22.5-30.5 1400 677357 634.3 187.93 226.90 143.910 16.26 U8 19-26.5 1200 610597 539.0 142.68 174.99 94.315 14.65 TY eam U9 21-28.5 U11 1300 64398724-32 586.5 1500 164.69 710737 200.36 117.510 682.2 15.46 212.40 254.60 173.690 Span - 5-18m17.06 U10 22.5-30.5 1400 677357 634.3 187.93 226.90 143.910 16.26 U12 25.5-34 1600 744117 730.4 238.07 283.45Short 207.030 and medium 17.86 span U11 24-32 1500 710737 682.2 212.40 254.60 173.690 17.06 U12 25.5-34 1600 744117 730.4 238.07 283.45 207.030 17.86 bridges and commerical. Span - 5-18m 400 esign self weight per unit has been taken as 24kN/m3 esign self weight per unit has been taken as 24kN/m3 epth Height centroid Section esign modulus self weight per Second unit has moment been taken Approximate as 24kN/m3 Section Span (m) epth Height centroid Section Section No Span (m) Span (m) epth Second moment Approximate No - eams @ [mm2] above soffit Yb [mm2] Height above of area centroid soffit self Yb weight Second of area moment Approximate self weight Provides [mm4 x 10^9] No - eams @ [mm2] above soffit [kn/m] Yb [mm3 x 10^6] [mm3 x 10^6] [mm4 of x area 10^9] Concrete voided 1000 c/c self [kn/m] [mm3 x 10^6] [mm3 x 10^6] weight bridge deck CSU1 1000 13 c/c - 18.5 800 572964 305.43 71.92 116.46 [mm4 35.57 x 10^9] Transfer for cube [kn/m] 13.75strength = 35 N/mm2 SECTION Y1 14 - PROPERTIES 16.5 700 198.1 310140 255.0 24.88esign self weight 43.42per unit has been 11.073 taken as 24kN/m37.44 [mm3 x 10^6] [mm3 x 10^6] medium and Y2 800CSU3227.0 340830 14.5-20 298.4 900 35.07 607700 58.96 17.59346.09 8.18 89.61 143.43 49.64 28 day long 15.5-19 epth Height centroid Second moment Approximate cube 14.58 strength = 60 N/mm2. Y3 Section No18-21.5 Span (m) 900 Y1 255.8 14 [mm2] 374420-16.5 above 346.8 soffit 700 Yb Zt 47.95 (top) 198.1 Zb (bottom) 76.51 310140 of area 26.530 255.0self weight span road bridge 8.99 CSU5 16-22 1000 642435 387.76 24.88 108.86 171.89 43.42 66.65 11.073(Higher strengths 15.41 7.44 can be accommo [mm3 x 10^6] [mm3 x 10^6] [mm4 x 10^9] [kn/m] Y4 20.5-24 1000 284.7 410880 399.3 63.63 95.72 38.220 9.86 construction 970 CSU1 13-18.5 Y2800 15.5 572964-19 305.43800 71.9227.0 116.46 340830 35.57 298.4 13.75 35.07 58.96 17.593 8.18 Y5 CSU7 17.5-24.5 1100 693173 440.39 136.31 204.17 89.91 16.63 CSU3 23-26 14.5-20 1100 900313.5 607700 450230 455.2 346.09 82.19 89.61 143.43 116.40 49.6452.990 14.58 10.81 Span - 16-29m Y6 1200CSU8 Y3 342.3 18492460-19 21.5-26.5 514.0900 1200 103.73 255.8 727908 138.45 374420 71.160 346.8 484.40 11.82 47.95 159.60 235.78 76.51 114.21 26.530Cement 8.99 CSU5 25-28.516-22 1000 642435 387.76 108.86 171.89 66.65 15.41 17.46 Y7 CSU7 27.5-17.5 31-24.5 1300 1100 Y4 371.2 693173 20.5 537580-24 575.0 440.39 1000 128.35 136.31 204.17 1300 284.7 161.83 89.91 762644 410880 93.052 16.63 399.3 12.90 CSU9 21-28.5 528.97 63.63 184.29 95.72 268.62 142.09 38.220Cement usually 18.30 9.86 complies with. S. 1 Y8 CSU8 28-31 19-26.5 1400 1200 400.0 727908 585580 637.8 484.40 156.12 159.60 235.78 186.56 114.21 118.990 17.46 14.05 CSU9 21-28.5 CSU10 Y5 1300 762644 23 22.5-26- 30.5528.97 1100 1400 184.29 313.5 268.62 814082 450230 142.09 455.2 585.3918.30 82.19 219.68 116.40 305.69 178.95 52.990The following 19.53 10.81may also be used: CSU10 22.5-30.5 1400 814082 585.39 219.68 305.69 178.95 19.53 CSU11 Y6 25-24 28.5-32 1200 1500 342.3 848817 492460 514.0 631.44 103.73 248.24 138.45 341.46 215.61 71.160. S. 3892-11.82 20.37 p.f.a. CSU11 24-32 1500 848817 631.44 248.24 341.46 215.61 20.37 CSU12 Y7 27.525.5-31- 34 1300 1600 371.2 883553 537580 575.0 677.81 128.35 278.12 161.83 378.40 TY 256.48 eam CSU12 25.5-34 1600 883553 677.81 278.12 378.40 256.48 21.20 93.052 12.90 21.20 CSU13 27.5-36 1700 935690 736.85 321.40 420.11 309.56 22.45 CSU13 Y8 2827.5-31 - 36 1400 1700 400.0 935690 585580 637.8 736.85 156.12 321.40 186.56 420.11 Short 309.56 and medium 118.990 14.05 22.45 CSU14 29-37.5 1800 977621 790.77 362.97 463.24 366.32 23.46 span bridges Aggregates and CSU15 30.5-39 CSU14 1900 1018768 29-37.5 844.45 1800 406.12 507.64 977621 428.68 790.7724.44 362.97 463.24 366.32 Comply with 23.46. S. 882 - Concrete ag SECTION CSU16 PROPERTIES 32-40.5 2000 1060951 898.81 451.64 CSU15 30.5-39 1900 esign 553.33 1018768 self weight per 497.34 unit has been 844.45 taken 25.46 as 24kN/m3 406.12 507.64 428.68 24.44 CSU17 33.5-41 2100 1105933 954.72 500.41 600.29 573.11 26.54 Section Span (m) epth Height centroid ist. centroid to Second moment Approximate No CSU18 35-43.5 CSU16 2200 1153716 32-40.5 2000 1060951 898.81 451.64 553.33 497.34 25.46 [mm2] above soffit 1012.09 vertical face 552.50 648.48 656.32 of area 27.68 - eams @ self weight Yb Span - 5-18m CSU19 1000 c/c 36.5-45 2300 1204298 1070.80 Xb 607.95 697.88 747.29 [mm4 x 10^9] 28.90 [kn/m] Prestressing Strands CSU17 33.5-41 2100[mm3 x 10^6] 1105933 [mm3 x 10^6] 954.72 500.41 600.29 573.11 26.54 YE1 14-16.5 700 CSU18 474.1 417260 35 315.0-43.5 309.5 2200 44.43 1153716 54.31 17.106 1012.09 10.01 Comply with. S. 5896 with Class 2 552.50 648.48 656.32 27.68 YE2 15.5-19 800 488.5 470100 363.4 304.4 59.28 71.21 25.879 11.28 CSU19 36.5-45 2300 1204298 1070.80 607.95 697.88 747.29 15.7mm dia. 28.90 standard at 209 kn ma YE3 18-21.5 900 502.9 524400 413.4 300.9 76.61 90.18 37.278 12.59 YE4 20.5-24 1000 517.3 580130 464.6 298.7 96.45 111.15 51.641 13.92 SECTION 1100 531.8 637300 516.8 118.85 134.13 69.316 15.30 esign self weight per unit has been taken as 24kN/m3 YE5 23-26PROPERTIES esign self weight per unit has been taken as 24kN/m3 297.5 TYE YE6 1200 Section 546.2 695920 Span (m) 569.8 297.1 143.86 epth Height 159.10centroid 90.659 ist. centroid 16.70to Second moment Tolerances eam 25-28.5 epth Height centroid Second moment Approximate Approximate Section No Span (m) [mm2] above soffit Yb of area self weight YE7 27.5-31 1300 No 560.6 755980 - eams @ 623.6 297.3 171.55 [mm3 x 10^6] [mm2] [mm3 x above 10^6] 186.08 soffit [mm4 x 10^9] 116.040 vertical [kn/m] face 18.14 Edge beam of area self weight YE8 1400 575.0 817480 Yb Xb Unless for short specifically agreed otherwise 28-31 1000 c/c678.0 298.0 201.98 215.10 145.830 19.62 and U3 900 510457 398.4 84.39 106.27 12.25 [mm4 medium x 10^9] span 14.5-20 42.335 [kn/m] [mm3 x 10^6] [mm3 x 10^6] the full tolerances shown in Tp sp U5 16-22 1000 543837 444.8 102.49 127.91 56.898 13.05 bridges and SECTION YE1 14 - PROPERTIES 16.5 700 474.1 417260 315.0 309.5 44.43 esign self weight 54.31 per unit has been 17.106 (or.s. 8110 taken as 24kN/m3 10.01 Part 1, Clause 6.11.3 an U7 17.5-24.5 1100 577217 491.7 121.93 150.83 74.168 13.85 U8 19-26.5 YE2 1200 15.5-610597 19 800539.0 488.5142.68470100 174.99 363.4 94.315 304.4 14.65 59.28 71.21 25.879 11.28 epth Height centroid Second moment Approximate U9 21-28.5 1300 643987 586.5 164.69 200.36 117.510 15.46 Section YE3 No 18-21.5Span (m) 900 502.9 524400 413.4 300.9 76.61 90.18 37.278 12.59 [mm2] above soffit Yb Span of - 5-18m area self weight U10 22.5-30.5 1400 677357 634.3 187.93 226.90 143.910 16.26 YE4 20.5-24 1000 517.3 580130 464.6 298.7 [mm396.45 x 10^6] [mm3111.15 x 10^6] [mm451.641 x 10^9] [kn/m] U11 24-32 1500 710737 682.2 212.40 254.60 173.690 17.06 13.92 U12 25.5-34 YE5 1600 U3 23-744117 2614.5-1100 730.4 20 531.8900 238.07 637300 283.45 510457 516.8 207.030 398.4 297.5 17.86 84.39 118.85 106.27 134.13 42.335 69.316 12.25 15.30 YE6 U5 25-28.5 16-1200 22 546.2 1000 695920 543837 569.8 444.8 297.1 102.49 143.86 127.91 159.10 56.898 90.659 13.05 16.70 YE7 27.5-31 1300 560.6 755980 623.6 297.3 171.55 186.08 116.040 18.14 U7 17.5-24.5 1100 577217 491.7 121.93 150.83 74.168 13.85 YE8 28-31 1400 575.0 817480 678.0 298.0 201.98 215.10 Typical 145.830 Specification 19.62 7 U8 19-26.5 1200 esign self 610597 weight per unit has been taken 539.0 as 24kN/m3 142.68 174.99 94.315 14.65 Section Span (m) epth Height centroid TY Second moment eam Approximate No - eams @ U9 [mm2] 21-28.5 above soffit Yb 1300 643987 of area 586.5 self weight 164.69 200.36 117.510 15.46 Typical Specification: Concrete Transfer cube strength = 35N/mm 2 ; 28 day cube strength = 60N/mm 2 (Higher strengths can be accommodated where necessary) Note: Technical data is provided as an illustrative guideline only, variations will occur. Project specific parameters must be referred to the Concast design team for analysis. of area self weight Concrete Typical Specifica M eam H

ridge ecks Concast manufactures various forms of bridge deck including glass reinforced concrete (GRC) panels and omnia plates. These panels replace the need for temporary shuttering and hence increase the speed of construction. A thorough testing and transparent quality control procedure is in place, as the units must be sufficiently durable to last the lifespan of the bridge. Glass Reinforced Concrete (GRC) GRC slabs are glass fibre reinforced concrete panels, which are used to span the short distance between bridge beams on site. They can be provided in various profiles such as corrugated or flat to suit the supporting beam design. They are light, durable and relatively inexpensive. GRC decks are recognised as an industry standard which are widely used on bridge beam projects. Omnia Slab Omnia slabs are a thin layer of solid concrete slab with a projecting lattice exposed to bind with an insitu concrete layer, poured later on site. It is suitable to span the short distance between bridge beams. Precast Ramps Concast has provided ramp slabs on a number of major throughout the country. These are solid reinforced slabs used on pedestrian bridges or similar instances. Typical span up to 7 meters, depending on the depth of the required unit. ridge ecks 8

Retaining Wall Units Concast s retaining wall units are an efficient means of bulk storage and the retention of materials. The precast concrete units are generally free-standing and can be dismantled or relocated if required. Concast manufactures various types of retaining walls, including: Single or double heel wall units, of varying heights to form a load-bearing wall. They can be loaded from one or both sides. Retaining wall with insitu heel, the precast wall unit is cast with exposed projecting steel in the heel of the unit, the concrete is then poured on the projecting steel on site. Twin walls, ideally suited for basements and embanking of materials. The twinwall comprises of two panels connected by a cast in steel lattice, the unit is then filled with insitu concrete, to form a single unit. Single Heel ouble Heel Twin Walls In-Situ Heel Retaining Wall Units 9

10 Concast s concrete box culverts are used for conveyance of fluids such as stormwater, stream crossings and sewage as well as for short-span bridges and underground access. Precast box culverts are produced in a controlled environment allowing a high degree of quality and uniformity. Concast also provide wing walls and head beams, which can be used to guide fluids through the box sections.

Culverts and Trenches In addition to a standard range of box culverts, Concast can also provide non-standard sizes to suit your requirements. U shaped culverts (or trenches) are also popular, when access is required from the top of the culvert. Lids can be cast separately for these units, which allow the user to have the culvert covered over or accessible, as required. These lids are often used when pipes or other equipment stored within the culvert/trench may require maintenance. Final design and wall thickness is dependent upon the project specific design criteria, which can be reviewed by our design department. Culverts and Trenches 11

The Concast Precast Group provide complete precast concrete solutions for a wide range of sectors including: Retail and office parks Concast provide multi-storey precast frames for retail or office buildings. Typically the floor plan maximises the open plan requirements, which consist of columns, beams, stairs, floors, wall panels with external precast cladding. Leisure and Sports Stadia Concast typically provide terraced stadia seating units, wall panels, raker beams, columns, beams, flooring and stairs. Residential modern housing and apartments Residential schemes are ideally suited to precast concrete cross wall construction, consisting of load bearing and non-load bearing wall panels, floors, stair cores and lift shafts, balcony and cladding panels. Multi-storey car parks Concast have extensive expertise in multi-storey car parks, consisting of multi-storey precast concrete columns, beams, spandrel panels, planters, flooring, stair cores and cladding panels. Civil Engineering Solutions Concast provide precast solutions for road, rail, harbour and sewage treatment structures. The types of precast products provided include bridge beams, column and beams, culverts, retaining walls and other bespoke items. 12

+ 44 (0)845 399 1592 + 353 (0)1 628 8055 info@concast.ie www.concast.ie Registered Head-office: Concast Hazelhatch Newcastle Co. ublin