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Eurymedon Bridge (Aspendos)

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were added on the piers, although not all piers feature them on both sides. The clear spans of the three central arches have been determined at 23.52 m for the central arch and 14.95 m for the two flanking arches, while the two piers supporting the central arch were measured at 9.60 m.
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in case the river overflowed. At its normal level, the river flowed between the three central arches, constrained by double-wedge-shaped reinforcements of masonry, placed at the two outer pillars and intended to prevent their undermining by the river. These masonry structures were – according to the
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The Seljuq bridge is also considerably reduced in dimensions, something that allowed the full use of the Roman remains. Thus, for instance, the reduction of the width to almost half the original made the integration of halfway surviving ancient piers possible. The medieval arches were also 4.1 m
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structure, which had collapsed, probably also because of an earthquake. The Seljuq builders followed closely the course of the Roman remains, even in sections where the piers had been partly moved downstream from their original position; as a result, the Seljuq bridge features a quite sharp
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The bridge is mainly constructed of stone blocks, while parts of the antique structure have been reused, including the duct stones, which were built into the new ramp. Restoration works in the late 1990s in the bridge's crumbling breastwork also revealed stone inscriptions in
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displacement. This zigzag course, formed by two successive, 90 degree bends, in combination with the pointed arches give the Seljuq-era bridge an appearance that is quite distinct from that of its Roman precursor.
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for the construction of the Eurymedon bridge, although it is still possible that an earlier bridge already existed on this location. This bridge could possibly have been destroyed in the large
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lower than the Roman ones, and the length of the bridge was shortened, so that the new bridge ramp began at the place where the Roman structure had already reached its final height level.
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The original shape and construction of the Roman-era bridge have been reconstructed digitally, based on the extant remains of the ancient structure: the ramps, the
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The gaps in the right end of the structure reveal the hollow chamber construction method of the bridge deck, typical of several Roman bridges in
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archaeological record – markedly higher on the upstream side (8.15 m) than on the downstream (4.76 m). In addition, wedge-shaped
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on each end is similar (12.3% and 12.2%), The midpoint of the bridge was approximately 4.1 m higher than the later Seljuk structure.
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This middle section stood on six arches, while both sides had smaller arches (one on the right and two on the left) which served as
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of May 363, which also ruined the aqueduct, thus explaining the use of the latter's duct stones in the rebuilding of the bridge.
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Grewe, Klaus (1999), "Im Zickzack-Kurs über den Fluß. Die römisch/seldschukische Eurymedon-Brücke von Aspendos (Türkei)",
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The exact date of the bridge's construction is uncertain. The date of construction is closely connected with the
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Originally, the bridge had a length of 259.50 m and a width of 9.44 m, and had nine
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The Aspendos Aqueduct and the Roman-Seljuk Bridge Across the Eurymedon
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to build a replacement bridge in the 13th century, the
652:(in German), vol. 30, no. 1, pp. 1–12 623:Grewe 1999, Images 1, 2, 5, 7, 15, 16, 17, 18, 25 2209: 35:The Seljuq-era bridge, seen from the southwest 1304: 696: 2253:Buildings and structures in Antalya Province 1311: 1297: 703: 689: 514: 512: 295:The characteristic mid-course displacement 253:. The foundations and other stone blocks ( 595: 593: 591: 589: 587: 499: 497: 495: 493: 491: 489: 487: 474: 472: 470: 468: 466: 464: 398: 390: 352: 290: 509: 2210: 584: 484: 2243:Bridges completed in the 13th century 1318: 1292: 684: 647: 632: 611: 599: 578: 566: 554: 542: 536: 530: 524: 518: 503: 478: 461: 2238:Bridges completed in the 4th century 1556:Seljuk Sultanate of Rum (1077–1328) 1128:Roman bridge of Talamanca de Jarama 13: 14: 2269: 710: 657: 806:Roman Bridge (Vaison-la-Romaine) 744: 662: 386: 29: 626: 617: 605: 407:In the early 13th century, the 281: 572: 560: 548: 180: 1: 1047:Constantine's Bridge (Danube) 455: 395:Close-up of the zigzag course 16:Bridge in Pamphylia, Anatolia 1840:Bent (Eğri) (reconstruction) 1604:Ilkhanid Mongols (1256–1335) 1190:Constantine's Bridge (Mysia) 801:Roman Bridge (Saint-Thibéry) 357:The pressure conduit of the 286: 7: 1789:Gazi Mihal (reconstruction) 1584:Köprüpazar (reconstruction) 1475:Byzantine Empire (330–1453) 1195:Eurymedon Bridge 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1027: 1024: 1022: 1019: 1017: 1014: 1013: 1011: 1007: 1001: 998: 997: 995: 991: 985: 982: 980: 977: 975: 972: 970: 967: 965: 964:Ponte Salario 962: 960: 957: 955: 952: 950: 947: 945: 942: 940: 937: 935: 932: 930: 927: 925: 922: 920: 917: 915: 912: 910: 907: 905: 902: 900: 897: 895: 892: 890: 887: 885: 882: 880: 877: 875: 872: 870: 867: 865: 864:Pons Agrippae 862: 860: 859:Pons Aemilius 857: 856: 854: 850: 844: 843:Band-e Kaisar 841: 840: 838: 834: 828: 825: 823: 820: 819: 817: 813: 807: 804: 802: 799: 797: 794: 792: 789: 787: 784: 782: 779: 777: 774: 772: 769: 767: 764: 762: 759: 758: 756: 752: 747: 737: 734: 732: 729: 727: 724: 723: 721: 717: 713: 712:Roman bridges 706: 701: 699: 694: 692: 687: 686: 683: 677: 674: 673: 672: 670: 665: 651: 646: 645: 634: 629: 620: 613: 608: 601: 596: 594: 592: 590: 588: 580: 575: 568: 563: 556: 551: 544: 539: 532: 527: 520: 515: 513: 505: 500: 498: 496: 494: 492: 490: 488: 480: 475: 473: 471: 469: 467: 465: 460: 451: 448: 446: 443: 442: 436: 434: 430: 424: 420: 417: 413: 410: 409:Seljuq Sultan 401: 393: 387:Seljuq bridge 384: 382: 378: 377: 372: 368: 360: 355: 346: 344: 340: 336: 331: 328: 323: 318: 316: 312: 309: 304: 302: 293: 279: 277: 274: 270: 266: 262: 258: 257: 252: 248: 244: 240: 236: 232: 228: 218: 213: 207:13th century 201: 197: 192: 185: 178: 171: 167: 160: 156: 149: 145: 142: 138: 134: 131: 128: 124: 119: 115: 113:Official name 111: 108: 104: 100: 97: 93: 89: 85: 82: 78: 73: 45: 43: 39: 32: 27: 20: 2196: 2195: 2159:New Kömürhan 2142:Cable-stayed 2025: 2007: 2006:Solid-arch: 1809:Küçükçekmece 1583: 1377: 1220:Misis Bridge 1210:Kemer Bridge 1194: 934:Ponte Milvio 874:Pons Cestius 781:Pont Flavien 776:Pont du Gard 761:Pont Ambroix 661: 649: 628: 619: 607: 602:, p. 11 581:, p. 12 574: 562: 550: 538: 526: 506:, p. 10 425: 421: 416:late antique 406: 374: 364: 332: 319: 308:semicircular 305: 298: 282:Roman bridge 268: 254: 249:in southern 238: 226: 224: 202:4th century 169:Longest span 147:Total length 87: 2194:Bridges in 2042:Tied-arch: 2014:Deck-arch: 1819:Yeni Imaret 1717:(1337–1517) 1715:Dulkadirids 1697:(1335–1381) 1668:(1250–1487) 1624:(1101–1409) 1574:Bent (Eğri) 1439:Şekerpınarı 1230:Nysa Bridge 924:Ponte Corvo 786:Pont Julien 736:Pons Aelius 650:Antike Welt 614:, p. 1 569:, p. 2 557:, p. 8 545:, p. 3 533:, p. 9 481:, p. 7 337:, e.g. the 327:breakwaters 130:Arch bridge 67: / 42:Coordinates 2212:Categories 2127:Osman Gazi 2105:Suspension 2091:Battalgazi 2066:(Buruncuk) 1881:Demirköprü 1666:Karamanids 1636:Devegeçidi 1631:Ambar Çayı 1589:Kesikköprü 1503:Karamagara 1498:Gazi Mihal 1428:Seydikemer 1349:Cilandiras 1347:Phrygian: 899:Pont d'Aël 889:Pons Probi 791:Pont Serme 633:Grewe 1999 612:Grewe 1999 600:Grewe 1999 579:Grewe 1999 567:Grewe 1999 555:Grewe 1999 543:Grewe 1999 531:Grewe 1999 519:Grewe 1999 504:Grewe 1999 479:Grewe 1999 456:References 412:Kayqubad I 381:earthquake 335:Asia Minor 55:31°09′47″E 52:36°54′51″N 2248:Pamphylia 2112:Bosphorus 2059:Karabekir 2049:Çetinkaya 1976:Regülatör 1865:Yalnızgöz 1814:Nasrullah 1804:Koyunbaba 1768:Uzunköprü 1763:Saraçhane 1646:Hasankeyf 1612:Çobandede 1353:Persian: 1334:pre-Roman 322:spillways 301:abutments 287:Structure 259:) of the 247:Pamphylia 235:Eurymedon 150:259.50 m 103:Pamphylia 84:Eurymedon 2180:Beğendik 2134:(hybrid) 2096:Karkamış 2044:Akçaağıl 1971:Kömürhan 1962:Karababa 1706:(Amasya) 1704:İstasyon 1695:Eretnids 1651:Malabadi 1622:Artuqids 1579:Çeşnigir 1513:Macestus 1454:Taşgeçit 1418:Pergamon 1413:Penkalas 1408:Oinoanda 1340:Lydian: 1009:Portugal 439:See also 371:Aspendos 367:Aqueduct 361:aqueduct 359:Aspendos 343:concrete 315:gradient 251:Anatolia 243:Aspendos 241:), near 239:Köprüçay 237:(modern 215:Location 183:of spans 172:23.52 m 136:Material 107:Anatolia 99:Aspendos 88:Köprüçay 2197:italics 2016:Birecik 1981:Sakarya 1966:Kennedy 1948:Elmadağ 1943:Çatalan 1784:Bayezid 1758:Irgandı 1680:Bıçakçı 1569:Altıgöz 1564:Akköprü 1483:Aesepus 1430:(Kemer) 1423:Severan 1344:(Kemer) 1342:Caravan 1040:Romania 993:Lebanon 815:Germany 719:England 642:Sources 273:ancient 265:Seljuqs 194:History 161:9.44 m 139:Stone, 80:Crosses 1986:Seyhan 1886:Galata 1794:Kanuni 1724:Şahruh 1685:Kravga 1594:Tekgöz 1508:Kemere 1488:Arapsu 1393:Limyra 1168:Turkey 754:France 433:Arabic 311:arches 256:spolia 229:was a 199:Opened 126:Design 95:Locale 2084:Truss 2075:Zilek 2021:Cizre 2009:Gönül 1991:Tohma 1958:Haliç 1896:Meriç 1860:Tunca 1845:Çifte 1835:Abdal 1753:Fatih 1546:Dicle 1528:White 1518:Misis 1137:Syria 1061:Spain 852:Italy 429:Greek 349:Dates 276:piers 261:Roman 245:, in 158:Width 2149:Ağın 2038:Umut 2000:Arch 1656:Palu 1403:Nysa 836:Iran 431:and 225:The 2070:Nif 2054:Fil 1675:Ala 1493:Baç 369:of 181:No. 2214:: 586:^ 511:^ 486:^ 463:^ 435:. 278:. 186:9 105:, 101:, 1312:e 1305:t 1298:v 704:e 697:t 690:v 90:) 86:(

Index


Coordinates
36°54′51″N 31°09′47″E / 36.914232°N 31.162999°E / 36.914232; 31.162999
Eurymedon
Aspendos
Pamphylia
Anatolia
Arch bridge
Roman concrete
late Roman bridge
Eurymedon
Aspendos
Pamphylia
Anatolia
spolia
Roman
Seljuqs
ancient
piers

abutments
semicircular
arches
gradient
spillways
breakwaters
Asia Minor
Aesepus Bridge
concrete

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