{"id":1667,"date":"2011-05-31T23:42:34","date_gmt":"2011-05-31T21:42:34","guid":{"rendered":"http:\/\/www.oplzni.eu\/?p=1667"},"modified":"2012-09-02T08:25:04","modified_gmt":"2012-09-02T06:25:04","slug":"rooseveltuv-most","status":"publish","type":"post","link":"https:\/\/oplzni.zahn.cz\/?p=1667","title":{"rendered":"Roosevelt\u016fv most"},"content":{"rendered":"

P\u016fvodn\u00ed p\u0159emost\u011bn\u00ed v dan\u00e9 lokalt\u011b zaji\u0161\u0165ovali mosty dva. P\u0159i pohledu od centra m\u011bsta prvn\u00ed p\u0159es Valch\u00e1\u0159skou strouhu na Rycht\u00e1\u0159ku a druh\u00fd prakticky v p\u0159\u00edm\u00e9m sm\u011bru od prvn\u00edho z Rycht\u00e1\u0159ky p\u0159es M\u017ei na Roudnou. 23.11.1850 za\u010dal slou\u017eit nov\u00fd kamenn\u00fd t\u0159\u00edobloukov\u00fd most p\u0159es M\u017ei, kter\u00fd byl vytvo\u0159en m\u00edrn\u011b z\u00e1padn\u00edm sm\u011brem od p\u016fvodn\u00edho, \u010d\u00edm\u017e byl vytvo\u0159en typick\u00fd zalomen\u00fd koncept. P\u016fvodn\u00ed kamenn\u00e9 z\u00e1bradl\u00ed bylo v letech 1889 a\u017e 1890 nahrazeno ocelov\u00fdm. V 80. letech 20. stolet\u00ed byl most radik\u00e1ln\u011b p\u0159estav\u011bn.
\n\"\"<\/a><\/p>\n

Dominantou mostu je soubor soch poch\u00e1zej\u00edc\u00edch z r\u016fzn\u00fdch m\u00edst m\u011bsta. Sou\u010dasn\u00e9 uspo\u0159\u00e1d\u00e1n\u00ed je p\u0159i pohledu od centra n\u00e1sleduj\u00edc\u00ed:
\n– vlevo:<\/span>
\nSocha sv. Rocha<\/strong>
\n\"\"<\/a>
\nP\u016fvodn\u011b byla socha z roku 1725 um\u00edst\u011bna na dom\u011b \u010d. p. 140 v Sask\u00e9 ulici. P\u016fvod je p\u0159ipisov\u00e1n widmanovsk\u00e9 d\u00edln\u011b, av\u0161ak um\u011bleck\u00e1 kvlaita nen\u00ed vysok\u00e1.<\/p>\n

Socha sv. Judy Tade\u00e1\u0161e<\/strong>
\n\"\"<\/a>
\nTato um\u011blecky velmi cenn\u00e1 socha je jako jedinn\u00e1 ze souboru soch na most\u011b signov\u00e1na (na lev\u00e9 stran\u011b podstavce): „OPUS LAZARI W 1745“. P\u016fvodn\u00ed um\u00edst\u011bn\u00ed sochy bylo u vstupn\u00ed br\u00e1ny na h\u0159bitov u kostela sv. Bartolom\u011bje na dne\u0161n\u00edm n\u00e1m\u011bt\u00ed Republiky.<\/p>\n

Souso\u0161\u00ed Kalv\u00e1rie<\/strong>
\n\"\"<\/a>
\nSochy po stran\u00e1ch litinov\u00e9ho krucifixu, kter\u00fd byl odlit v plask\u00e9 huti a na most osazen v roce 1852, vlevo Panna Marie a vpravo sv. Jan, byly p\u016fvodn\u011b ozdobou Pra\u017esk\u00e9ho kamenn\u00e9ho mostu naproti souso\u0161\u00ed Piety. Vznik je datov\u00e1n do roku 1750 a autorem je A. Herich.<\/p>\n

Socha sv. Jana Nepomuck\u00e9ho<\/strong>
\n\"\"<\/a>
\nNeobvykl\u00e9 zpodobn\u011bn\u00ed, kter\u00e9 podle posledn\u00edch poznatk\u016f poch\u00e1z\u00ed rovn\u011b\u017e od Lazara Widmana. Vznikla v 30. letech 18. stolet\u00ed a byla um\u00edst\u011bna ji\u017e na p\u016fvodn\u00edm most\u011b.<\/p>\n

– vpravo:<\/span>
\nSocha sv. Franti\u0161ka Serafinsk\u00e9ho<\/strong>
\n\"\"<\/a>
\nSocha p\u016fvodn\u011b zdobila Pra\u017esk\u00fd most p\u0159es Radbuzu. Vznikla ve 30. letech 18. stolet\u00ed, autor je v\u0161ak nezn\u00e1m\u00fd.<\/p>\n

Socha sv. Jana Nepomuck\u00e9ho<\/strong>
\n\"\"<\/a>
\nSocha p\u016fvodn\u011b st\u00e1vala u \u0158\u00ed\u0161sk\u00e9 br\u00e1ny. Jej\u00ed vznik je datov\u00e1n do druh\u00e9 \u010dtvrtiny 18. stolet\u00ed.<\/p>\n

Socha sv. Bonaventury<\/strong>
\n\"\"<\/a>
\nI tato socha, p\u016fvodn\u011b st\u00e1vaj\u00edc\u00ed u br\u00e1ny h\u0159bitova p\u0159i kostelu sv. Bartolom\u011bje, je n\u011bkdy p\u0159isuzov\u00e1na Lazaru Widmanovi, av\u0161ak v\u011bt\u0161inou je p\u0159ij\u00edm\u00e1n n\u00e1zor o nezn\u00e1m\u00e9m autorovi.<\/p>\n

Socha sv. Jana Sarkandera<\/strong>
\n\"\"<\/a>
\nTato socha z 30. let 18. stolet\u00ed je p\u0159isuzov\u00e1\u00edna p\u0159\u00edmo Lazaru Widmanovi a jej\u00ed p\u016fvodn\u00ed um\u00edst\u011bn\u00ed bylo na star\u00e9m most\u011b p\u0159es \u0159eku M\u017ei.<\/p>\n

Technick\u00e9 parametry mostu
\n<\/strong>Most se skl\u00e1d\u00e1 ze \u010dty\u0159 \u010d\u00e1st\u00ed: p\u0159es Tyr\u0161ovu ulici (PM-003), oblouk (PM-002), most p\u0159es M\u017ei (PM-001) a oblouk p\u0159es inundaci \u0159eky (PM-003a).<\/p>\n

PM-001: Roosevelt\u016fv most<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
D\u00e9lka mostu:<\/td>\n88,95<\/td>\n<\/tr>\n
D\u00e9lka p\u0159emost\u011bn\u00ed:<\/td>\n–<\/td>\n<\/tr>\n
Celkov\u00e1 \u0161\u00ed\u0159ka:<\/td>\n11,5<\/td>\n<\/tr>\n
\u0160\u00ed\u0159ka mezi z\u00e1bradl\u00edm:<\/td>\n11<\/td>\n<\/tr>\n
\u0160\u00ed\u0159ka mezi obrubami:<\/td>\n7<\/td>\n<\/tr>\n
Lev\u00fd chodn\u00edk<\/td>\n2<\/td>\n<\/tr>\n
Prav\u00fd chodn\u00edk:<\/td>\n2<\/td>\n<\/tr>\n
Stavebn\u00ed v\u00fd\u0161ka:<\/td>\n1,66<\/td>\n<\/tr>\n
V\u00fd\u0161ka nad ter\u00e9nem:<\/td>\n11,4<\/td>\n<\/tr>\n
Plocha mostu:<\/td>\n1022,92<\/td>\n<\/tr>\n
Plocha vozovky:<\/td>\n622,65<\/td>\n<\/tr>\n
Plocha chodn\u00edk\u016f:<\/td>\n355,8<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost norm\u00e1ln\u00ed:<\/td>\n–<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost v\u00fdhradn\u00ed:<\/td>\n–<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost v\u00fdjime\u010dn\u00e1:<\/td>\n–<\/td>\n<\/tr>\n
Z\u00e1bradl\u00ed:<\/td>\nocelov\u00e9<\/td>\n<\/tr>\n
Ostatn\u00ed vybaven\u00ed mostu:<\/td>\n3x kabelov\u00fd \u017elab, 2x PVC<\/td>\n<\/tr>\n
Nosn\u00e1 konstrukce:<\/td>\n3 pole po 26,65 metrech.\u00a0Klenba zes\u00edlen\u00e1 spojit\u00fdm \u00a0\u017eelezobetonov\u00fdm \u00a0nosn\u00edkem s p\u0159evisl\u00fdmi konci s n\u00e1b\u011bhy nad podporami a s tr\u00e1mov\u00fdm profilem ve st\u0159edn\u00ed \u010d\u00e1sti mostn\u00edch pol\u00ed. P\u016fvodn\u00ed klenba z p\u00edskovcov\u00fdch kv\u00e1dr\u016f je nadbetonov\u00e1na o 0.10 m betonem s Kari s\u00edt\u00ed a nese pouze vlastn\u00ed t\u00edhu.<\/td>\n<\/tr>\n
Spodn\u00ed stavba:<\/td>\nDv\u011b krajn\u00ed podp\u011bry, 2 pil\u00ed\u0159e, v\u0161e \u017eelezobeton, p\u0159\u00edp. kamenn\u00fd obklad.<\/td>\n<\/tr>\n
\u00a0N\u00e1\u010drtek:<\/td>\n\u00a0\"\"<\/a>\"\"<\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

PM-002: Oblouk mostu<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
D\u00e9lka mostu:<\/td>\n84,22<\/td>\n<\/tr>\n
D\u00e9lka p\u0159emost\u011bn\u00ed:<\/td>\n–<\/td>\n<\/tr>\n
Celkov\u00e1 \u0161\u00ed\u0159ka:<\/td>\n12,65<\/td>\n<\/tr>\n
\u0160\u00ed\u0159ka mezi z\u00e1bradl\u00edm:<\/td>\n11<\/td>\n<\/tr>\n
\u0160\u00ed\u0159ka mezi obrubami:<\/td>\n7<\/td>\n<\/tr>\n
Lev\u00fd chodn\u00edk<\/td>\n2<\/td>\n<\/tr>\n
Prav\u00fd chodn\u00edk:<\/td>\n2<\/td>\n<\/tr>\n
Stavebn\u00ed v\u00fd\u0161ka:<\/td>\n1,06<\/td>\n<\/tr>\n
V\u00fd\u0161ka nad ter\u00e9nem:<\/td>\n5,2<\/td>\n<\/tr>\n
Plocha mostu:<\/td>\n1065,38<\/td>\n<\/tr>\n
Plocha vozovky:<\/td>\n589,54<\/td>\n<\/tr>\n
Plocha chodn\u00edk\u016f:<\/td>\n336,88<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost norm\u00e1ln\u00ed:<\/td>\n32<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost v\u00fdhradn\u00ed:<\/td>\n80<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost v\u00fdjime\u010dn\u00e1:<\/td>\n196<\/td>\n<\/tr>\n
Z\u00e1bradl\u00ed:<\/td>\nocelov\u00e9<\/td>\n<\/tr>\n
Ostatn\u00ed vybaven\u00ed mostu:<\/td>\nchr\u00e1ni\u010dky kabel\u016f<\/td>\n<\/tr>\n
Nosn\u00e1 konstrukce:<\/td>\n5 pol\u00ed.\u00a0Spojit\u00e1 \u017eelezobetonov\u00e1 deska s konzolami, \u0161\u00ed\u0159ky 8.5 m, s konzolami 2×1.25 m, tl. desky konst. 0.80 m, tl. konzol konst. 0.30 m. Nad podporami jsou v desce skryt\u00e9 p\u0159\u00ed\u010dn\u00edky \u0161. 2.20 m. Lo\u017eiska hrncov\u00e1 nad ka\u017edou podporou 2 ks, pevn\u00e9 lo\u017eisko je osazeno nad pil\u00ed\u0159em D (vn\u011b oblouku).<\/td>\n<\/tr>\n
Spodn\u00ed stavba:<\/td>\n6 \u017eelezobetonov\u00fdch podp\u011br<\/td>\n<\/tr>\n
N\u00e1\u010drtek:<\/td>\n\u00a0\"\"<\/a>\"\"<\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

PM-003: P\u0159emost\u011bn\u00ed Tyr\u0161ovy ulice<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
D\u00e9lka mostu:<\/td>\n33,3<\/td>\n<\/tr>\n
D\u00e9lka p\u0159emost\u011bn\u00ed:<\/td>\n30<\/td>\n<\/tr>\n
Celkov\u00e1 \u0161\u00ed\u0159ka:<\/td>\n13,5<\/td>\n<\/tr>\n
\u0160\u00ed\u0159ka mezi z\u00e1bradl\u00edm:<\/td>\n11<\/td>\n<\/tr>\n
\u0160\u00ed\u0159ka mezi obrubami:<\/td>\n7<\/td>\n<\/tr>\n
Lev\u00fd chodn\u00edk<\/td>\n2<\/td>\n<\/tr>\n
Prav\u00fd chodn\u00edk:<\/td>\n2<\/td>\n<\/tr>\n
Stavebn\u00ed v\u00fd\u0161ka:<\/td>\n1,1<\/td>\n<\/tr>\n
V\u00fd\u0161ka nad ter\u00e9nem:<\/td>\n56,33<\/td>\n<\/tr>\n
Plocha mostu:<\/td>\n449,55<\/td>\n<\/tr>\n
Plocha vozovky:<\/td>\n233,1<\/td>\n<\/tr>\n
Plocha chodn\u00edk\u016f:<\/td>\n199,8<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost norm\u00e1ln\u00ed:<\/td>\n60<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost v\u00fdhradn\u00ed:<\/td>\n133,5<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost v\u00fdjime\u010dn\u00e1:<\/td>\n190<\/td>\n<\/tr>\n
Z\u00e1bradl\u00ed:<\/td>\nocelov\u00e9<\/td>\n<\/tr>\n
Ostatn\u00ed vybaven\u00ed mostu:<\/td>\n–<\/td>\n<\/tr>\n
Nosn\u00e1 konstrukce:<\/td>\n\u017delezobetonov\u00e1 p\u0159edpjat\u00e1 spojit\u00e1 deska o dvou pol\u00edch, \u0161\u00ed\u0159ky 10.5 m s oboustrann\u00fdmi konzolami vylo\u017een\u00fdmi 1.35 m. Tl. desky 0.80 m.<\/td>\n<\/tr>\n
Spodn\u00ed stavba:<\/td>\n3 \u017eelezobetonov\u00fdch podp\u011bry\u00a0ze \u017eelezobetonu B 250, zalo\u017een\u00e9 na velkopr\u016fm\u011brov\u00fdch pilot\u00e1ch.<\/td>\n<\/tr>\n
N\u00e1\u010drtek:<\/td>\n\u00a0\"\"<\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

PM-003a: P\u0159emost\u011bn\u00ed inundace<\/p>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
D\u00e9lka mostu:<\/td>\n–<\/td>\n<\/tr>\n
D\u00e9lka p\u0159emost\u011bn\u00ed:<\/td>\n14,8<\/td>\n<\/tr>\n
Celkov\u00e1 \u0161\u00ed\u0159ka:<\/td>\n10,3<\/td>\n<\/tr>\n
\u0160\u00ed\u0159ka mezi z\u00e1bradl\u00edm:<\/td>\n10<\/td>\n<\/tr>\n
\u0160\u00ed\u0159ka mezi obrubami:<\/td>\n6<\/td>\n<\/tr>\n
Lev\u00fd chodn\u00edk<\/td>\n2<\/td>\n<\/tr>\n
Prav\u00fd chodn\u00edk:<\/td>\n2<\/td>\n<\/tr>\n
Stavebn\u00ed v\u00fd\u0161ka:<\/td>\n2,15<\/td>\n<\/tr>\n
V\u00fd\u0161ka nad ter\u00e9nem:<\/td>\n5,1<\/td>\n<\/tr>\n
Plocha mostu:<\/td>\n–<\/td>\n<\/tr>\n
Plocha vozovky:<\/td>\n–<\/td>\n<\/tr>\n
Plocha chodn\u00edk\u016f:<\/td>\n–<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost norm\u00e1ln\u00ed:<\/td>\n–<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost v\u00fdhradn\u00ed:<\/td>\n–<\/td>\n<\/tr>\n
Zat\u00ed\u017eitelnost v\u00fdjime\u010dn\u00e1:<\/td>\n–<\/td>\n<\/tr>\n
Z\u00e1bradl\u00ed:<\/td>\nlitinov\u00e9 v 1,1 m<\/td>\n<\/tr>\n
Ostatn\u00ed vybaven\u00ed mostu:<\/td>\n–<\/td>\n<\/tr>\n
Nosn\u00e1 konstrukce:<\/td>\nSegmentov\u00e1 kv\u00e1drov\u00e1 kamenn\u00e1 klenba, vzep. 2.9 m, tl. 0.95 m, \u0161. 9.4 m, \u010deln\u00e9 zdi z lomov\u00e9ho kamene.<\/td>\n<\/tr>\n
Spodn\u00ed stavba:<\/td>\n–<\/td>\n<\/tr>\n
N\u00e1\u010drtek:<\/td>\n\u00a0\"\"<\/a><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

<\/p>\n","protected":false},"excerpt":{"rendered":"

P\u016fvodn\u00ed p\u0159emost\u011bn\u00ed v dan\u00e9 lokalt\u011b zaji\u0161\u0165ovali mosty dva. P\u0159i pohledu od centra m\u011bsta prvn\u00ed p\u0159es Valch\u00e1\u0159skou strouhu na Rycht\u00e1\u0159ku a druh\u00fd prakticky v p\u0159\u00edm\u00e9m sm\u011bru od prvn\u00edho z Rycht\u00e1\u0159ky p\u0159es M\u017ei na Roudnou. 23.11.1850 za\u010dal slou\u017eit nov\u00fd kamenn\u00fd t\u0159\u00edobloukov\u00fd most p\u0159es M\u017ei, kter\u00fd byl vytvo\u0159en m\u00edrn\u011b z\u00e1padn\u00edm sm\u011brem od p\u016fvodn\u00edho, \u010d\u00edm\u017e byl vytvo\u0159en typick\u00fd zalomen\u00fd […]<\/p>\n","protected":false},"author":2,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[26],"tags":[],"class_list":["post-1667","post","type-post","status-publish","format-standard","hentry","category-silnicni-mosty"],"_links":{"self":[{"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=\/wp\/v2\/posts\/1667","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=1667"}],"version-history":[{"count":1,"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=\/wp\/v2\/posts\/1667\/revisions"}],"predecessor-version":[{"id":4948,"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=\/wp\/v2\/posts\/1667\/revisions\/4948"}],"wp:attachment":[{"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=1667"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=1667"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/oplzni.zahn.cz\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=1667"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}