{"id":1918,"date":"2022-04-16T15:19:01","date_gmt":"2022-04-16T13:19:01","guid":{"rendered":"http:\/\/www.jallombart.com\/?p=1918"},"modified":"2022-04-16T17:36:02","modified_gmt":"2022-04-16T15:36:02","slug":"puente-rehabilitacion-la-calzada-la-autopista-gc-1-gran-canaria","status":"publish","type":"post","link":"https:\/\/www.jallombart.com\/en\/puente-rehabilitacion-la-calzada-la-autopista-gc-1-gran-canaria\/","title":{"rendered":"Bridge Restoration of the carrigeway on the GC-1 Motorway (Gran Canaria)","raw":"Bridge Restoration of the carrigeway on the GC-1 Motorway (Gran Canaria)"},"content":{"rendered":"\n<div class=\"slider-parent\"><\/div>\n<div class=\"slider_75\" >\n        <ul id=\"slider_75\" class=\"slider_lightbox_75 huge-it-slider\" data-autoplay=\"0\">\n                            <li class=\"group\"\n                        data-thumb=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/001.jpg\"\n                        data-title=\"\"\n                      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0s;-o-transition:opacity .15s ease 0s;transition:opacity .15s ease 0s}\n.rwd-cont.rwd-show-after-load .rwd-item.rwd-complete .rwd-object,.rwd-cont.rwd-show-after-load .rwd-item.rwd-complete .rwd-video-play{opacity:1}\n.rwd-overlay{position:fixed;top:0;left:0;right:0;bottom:0;z-index:9999997;background:rgba(0,0,0,.7);opacity:0;-webkit-transition:opacity .15s ease 0s;-o-transition:opacity .15s ease 0s;transition:opacity .15s ease 0s}\n.rwd-overlay.in{opacity:1}\n.rwd-container .rwd-thumb-cont {position: absolute;width: 100%;z-index: 1080}\n.rwd-container .rwd-thumb {padding: 10px 0;height: 100%}\n.rwd-container .rwd-thumb-item {border-radius: 5px;float: left;overflow: hidden;cursor: pointer;height: 100%;margin-bottom: 5px;}\n@media (min-width: 768px) {.rwd-container .rwd-thumb-item {-webkit-transition: border-color 0.25s ease;-o-transition: border-color 0.25s ease;transition: border-color 0.25s ease;}}\n.rwd-container .rwd-thumb-item img {width: 100%;height: 100%;object-fit: cover;}\n.rwd-container .rwd-toggle-thumb {background-color: #0D0A0A;border-radius: 2px 2px 0 0;color: #999;cursor: pointer;font-size: 24px;height: 39px;line-height: 27px; padding: 5px 0;position: absolute;left: 20px;text-align: center;top: -39px;width: 50px;}\n\n\/* Open\/Close effects *\/\n.rwd-container.open_1 {animation: unfoldIn 1s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_1 {animation: unfoldOut 1s .3s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@keyframes unfoldIn {0% {transform: translateY(-50%) scaleY(.002);}50% {transform: translateY(-50%) scaleY(.002);}100% {transform: translateY(-50%) scaleY(1);}}\n@keyframes unfoldOut {0% {transform: translateY(-50%) scaleY(1);}50% {transform: translateY(-50%) scaleY(.002);}100% {transform: translateY(-50%) scaleY(.002);}}\n.rwd-container.open_2 {animation: blowUpIn .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_2 {animation: blowUpOut .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@keyframes blowUpIn {0% {transform: translateY(-50%) scale(0);}100% {transform: translateY(-50%) scale(1);}}\n@keyframes blowUpOut {0% {transform: translateY(-50%) scale(1);opacity:1;}100% {transform: translateY(-50%) scale(0);opacity:0;}}\n.rwd-container.open_3 {animation: roadRunnerIn .3s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_3 {animation: roadRunnerOut .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@keyframes roadRunnerIn {0% {transform:translate(-1500px, -50%) skewX(50deg) scaleX(1.3);}70% {transform:translate(30px, -50%) skewX(-25deg) scaleX(.9);}100% {transform:translate(0px, -50%) skewX(0deg) scaleX(1);}}\n@keyframes roadRunnerOut {0% {transform:translate(0px, -50%) skewX(0deg) scaleX(1);}30% {transform:translate(-30px, -50%) skewX(-25deg) scaleX(.9);}100% {transform:translate(1500px, -50%) skewX(50deg) scaleX(1.3);}}\n.rwd-container.open_4 {animation: runnerIn .3s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_4 {animation: runnerOut .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@keyframes runnerIn {0% {transform:translate(-1500px, -50%);}70% {transform:translate(30px, -50%);}100% {transform:translate(0px, -50%);}}\n@keyframes runnerOut {0% {transform:translate(0px, -50%);}30% {transform:translate(-30px, -50%);}100% {transform:translate(1500px, -50%);}}\n.rwd-container.open_5 {animation: rotateIn .3s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_5 {animation: rotateOut .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@-ms-keyframes rotateIn {from {-ms-transform: translateY(-50%) rotate(0deg);} to { -ms-transform: translateY(-50%)rotate(360deg);}}\n@-moz-keyframes rotateIn {from {-moz-transform: translateY(-50%) rotate(0deg);} to { -moz-transform: translateY(-50%)rotate(360deg);}}\n@-webkit-keyframes rotateIn {from {-webkit-transform: translateY(-50%) rotate(0deg);} to { -webkit-transform: translateY(-50%)rotate(360deg);}}\n@keyframes rotateIn {from {transform: translateY(-50%) rotate(0deg);} to { transform: translateY(-50%)rotate(360deg);}}\n@-ms-keyframes rotateOut {from {-ms-transform: translateY(-50%) rotate(360deg);} to { -ms-transform: translateY(-50%)rotate(0deg);}}\n@-moz-keyframes rotateOut {from {-moz-transform: translateY(-50%) rotate(360deg);} to { -moz-transform: translateY(-50%)rotate(0deg);}}\n@-webkit-keyframes rotateOut {from {-webkit-transform: translateY(-50%) rotate(360deg);} to { -webkit-transform: translateY(-50%)rotate(0deg);}}\n@keyframes rotateOut {from {transform: translateY(-50%) rotate(360deg);} to { transform: translateY(-50%)rotate(0deg);}}\n.rwd-container.open_1_r {animation: unfold_In 1s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_1_r {animation: unfold_Out 1s .3s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@keyframes unfold_In {0% {transform: translateY(-50%) scaleX(.002);}50% {transform: translateY(-50%) scaleX(.002);}100% {transform: translateY(-50%) scaleX(1);}}\n@keyframes unfold_Out {0% {transform: translateY(-50%) scaleX(1);}50% {transform: translateY(-50%) scaleX(.002);}100% {transform: translateY(-50%) scaleX(.002);}}\n.rwd-container.open_2_r {animation: blowUp_In .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_2_r {animation: blowUp_Out .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@keyframes blowUp_In {0% {transform: translateY(-50%) scale(2);}100% {transform: translateY(-50%) scale(1);}}\n@keyframes blowUp_Out {0% {transform: translateY(-50%) scale(1);opacity:1;}100% {transform: translateY(-50%) scale(2);opacity:0;}}\n.rwd-container.open_3_r {animation: roadRunner_In .3s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_3_r {animation: roadRunner_Out .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@keyframes roadRunner_In {0% {transform:translate(1500px, -50%) skewX(50deg) scaleX(1.3);}70% {transform:translate(-30px, -50%) skewX(-25deg) scaleX(.9);}100% {transform:translate(0px, -50%) skewX(0deg) scaleX(1);}}\n@keyframes roadRunner_Out {0% {transform:translate(0px, -50%) skewX(0deg) scaleX(1);}30% {transform:translate(30px, -50%) skewX(-25deg) scaleX(.9);}100% {transform:translate(-1500px, -50%) skewX(50deg) scaleX(1.3);}}\n.rwd-container.open_4_r {animation: runner_In .3s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_4_r {animation: runner_Out .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@keyframes runner_In {0% {transform:translate(1500px, -50%);}70% {transform:translate(-30px, -50%);}100% {transform:translate(0px, -50%);}}\n@keyframes runner_Out {0% {transform:translate(0px, -50%);}30% {transform:translate(30px, -50%);}100% {transform:translate(-1500px, -50%);}}\n.rwd-container.open_5_r {animation: rotate_In .3s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n.rwd-container.close_5_r {animation: rotate_Out .5s cubic-bezier(0.165, 0.840, 0.440, 1.000);}\n@-ms-keyframes rotate_In {from {-ms-transform: translateY(-50%) rotate(360deg);} to { -ms-transform: translateY(-50%)rotate(0deg);}}\n@-moz-keyframes rotate_In {from {-moz-transform: translateY(-50%) rotate(360deg);} to { -moz-transform: translateY(-50%)rotate(0deg);}}\n@-webkit-keyframes rotate_In {from {-webkit-transform: translateY(-50%) rotate(360deg);} to { -webkit-transform: translateY(-50%)rotate(0deg);}}\n@keyframes rotate_In {from {transform: translateY(-50%) rotate(360deg);} to { transform: translateY(-50%)rotate(0deg);}}\n@-ms-keyframes rotate_Out {from {-ms-transform: translateY(-50%) rotate(0deg);} to { -ms-transform: translateY(-50%)rotate(360deg);}}\n@-moz-keyframes rotate_Out {from {-moz-transform: translateY(-50%) rotate(0deg);} to { -moz-transform: translateY(-50%)rotate(360deg);}}\n@-webkit-keyframes rotate_Out {from {-webkit-transform: translateY(-50%) rotate(0deg);} to { -webkit-transform: translateY(-50%)rotate(360deg);}}\n@keyframes rotate_Out {from {transform: translateY(-50%) rotate(0deg);} to { transform: translateY(-50%)rotate(360deg);}}\n\n\/* Effects *\/\n.rwd-support.rwd-no-trans .rwd-current,.rwd-support.rwd-no-trans .rwd-next-slide,.rwd-support.rwd-no-trans .rwd-prev-slide{-webkit-transition:none 0s ease 0s!important;-moz-transition:none 0s ease 0s!important;-o-transition:none 0s ease 0s!important;transition:none 0s ease 0s!important}\n.rwd-support.rwd-animation .rwd-item,.rwd-support.rwd-use .rwd-item{-webkit-backface-visibility:hidden;-moz-backface-visibility:hidden;backface-visibility:hidden}\n.rwd-support.slider_effect_1 .rwd-item,.rwd-support.slider_effect_3 .rwd-item,.rwd-support.slider_effect_4 .rwd-item,.rwd-support.slider_effect_5 .rwd-item,.rwd-support.slider_effect_6 .rwd-item,.rwd-support.slider_effect_7 .rwd-item,.rwd-support.slider_effect_8 .rwd-item,.rwd-support.slider_effect_9 .rwd-item,.rwd-support.slider_effect_10 .rwd-item{opacity:0}\n.rwd-support.slider_effect_1 .rwd-item.rwd-current{opacity:1}\n.rwd-support.slider_effect_1 .rwd-item.rwd-current,.rwd-support.slider_effect_1 .rwd-item.rwd-next-slide,.rwd-support.slider_effect_1 .rwd-item.rwd-prev-slide{-webkit-transition:opacity .1s ease 0s;-moz-transition:opacity .1s ease 0s;-o-transition:opacity .1s ease 0s;transition:opacity .1s ease 0s}\n.rwd-support.slider_effect_2.rwd-use .rwd-item{opacity:0}\n.rwd-support.slider_effect_2.rwd-use .rwd-item.rwd-prev-slide{-webkit-transform:translate3d(-100%,0,0);transform:translate3d(-100%,0,0)}\n.rwd-support.slider_effect_2.rwd-use .rwd-item.rwd-next-slide{-webkit-transform:translate3d(100%,0,0);transform:translate3d(100%,0,0)}\n.rwd-support.slider_effect_2.rwd-use .rwd-item.rwd-current{-webkit-transform:translate3d(0,0,0);transform:translate3d(0,0,0);opacity:1}\n.rwd-support.slider_effect_2.rwd-use .rwd-item.rwd-current,.rwd-support.slider_effect_2.rwd-use .rwd-item.rwd-next-slide,.rwd-support.slider_effect_2.rwd-use .rwd-item.rwd-prev-slide{-webkit-transition:-webkit-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-moz-transition:-moz-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-o-transition:-o-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;transition:transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s}\n.rwd-support.slider_effect_2.rwd-animation .rwd-item{opacity:0;position:absolute;left:0}\n.rwd-support.slider_effect_2.rwd-animation .rwd-item.rwd-prev-slide{left:-100%}\n.rwd-support.slider_effect_2.rwd-animation .rwd-item.rwd-next-slide{left:100%}\n.rwd-support.slider_effect_2.rwd-animation .rwd-item.rwd-current{left:0;opacity:1}\n.rwd-support.slider_effect_2.rwd-animation .rwd-item.rwd-current,.rwd-support.slider_effect_2.rwd-animation .rwd-item.rwd-next-slide,.rwd-support.slider_effect_2.rwd-animation .rwd-item.rwd-prev-slide{-webkit-transition:left 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-moz-transition:left 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-o-transition:left 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;transition:left 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s}\n.rwd-support.slider_effect_3 .rwd-item.rwd-prev-slide{-moz-transform:scale3d(1,0,1) translate3d(-100%,0,0);-o-transform:scale3d(1,0,1) translate3d(-100%,0,0);-ms-transform:scale3d(1,0,1) translate3d(-100%,0,0);-webkit-transform:scale3d(1,0,1) translate3d(-100%,0,0);transform:scale3d(1,0,1) translate3d(-100%,0,0)}\n.rwd-support.slider_effect_3 .rwd-item.rwd-next-slide{-moz-transform:scale3d(1,0,1) translate3d(100%,0,0);-o-transform:scale3d(1,0,1) translate3d(100%,0,0);-ms-transform:scale3d(1,0,1) translate3d(100%,0,0);-webkit-transform:scale3d(1,0,1) translate3d(100%,0,0);transform:scale3d(1,0,1) translate3d(100%,0,0)}\n.rwd-support.slider_effect_3 .rwd-item.rwd-current{-moz-transform:scale3d(1,1,1) translate3d(0,0,0);-o-transform:scale3d(1,1,1) translate3d(0,0,0);-ms-transform:scale3d(1,1,1) translate3d(0,0,0);-webkit-transform:scale3d(1,1,1) translate3d(0,0,0);transform:scale3d(1,1,1) translate3d(0,0,0);opacity:1}\n.rwd-support.slider_effect_3 .rwd-item.rwd-current,.rwd-support.slider_effect_3 .rwd-item.rwd-next-slide,.rwd-support.slider_effect_3 .rwd-item.rwd-prev-slide{-webkit-transition:-webkit-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-moz-transition:-moz-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-o-transition:-o-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;transition:transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s}\n.rwd-support.slider_effect_4 .rwd-item.rwd-prev-slide{-moz-transform:rotate(-360deg);-o-transform:rotate(-360deg);-ms-transform:rotate(-360deg);-webkit-transform:rotate(-360deg);transform:rotate(-360deg)}\n.rwd-support.slider_effect_4 .rwd-item.rwd-next-slide{-moz-transform:rotate(360deg);-o-transform:rotate(360deg);-ms-transform:rotate(360deg);-webkit-transform:rotate(360deg);transform:rotate(360deg)}\n.rwd-support.slider_effect_4 .rwd-item.rwd-current{-moz-transform:rotate(0deg);-o-transform:rotate(0deg);-ms-transform:rotate(0deg);-webkit-transform:rotate(0deg);transform:rotate(0deg);opacity:1}\n.rwd-support.slider_effect_4 .rwd-item.rwd-current,.rwd-support.slider_effect_4 .rwd-item.rwd-next-slide,.rwd-support.slider_effect_4 .rwd-item.rwd-prev-slide{-webkit-transition:-webkit-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-moz-transition:-moz-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-o-transition:-o-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;transition:transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s}\n.rwd-support.slider_effect_5 .rwd-item.rwd-prev-slide{-moz-transform:rotate(360deg);-o-transform:rotate(360deg);-ms-transform:rotate(360deg);-webkit-transform:rotate(360deg);transform:rotate(360deg)}\n.rwd-support.slider_effect_5 .rwd-item.rwd-next-slide{-moz-transform:rotate(-360deg);-o-transform:rotate(-360deg);-ms-transform:rotate(-360deg);-webkit-transform:rotate(-360deg);transform:rotate(-360deg)}\n.rwd-support.slider_effect_5 .rwd-item.rwd-current{-moz-transform:rotate(0deg);-o-transform:rotate(0deg);-ms-transform:rotate(0deg);-webkit-transform:rotate(0deg);transform:rotate(0deg);opacity:1}\n.rwd-support.slider_effect_5 .rwd-item.rwd-current,.rwd-support.slider_effect_5 .rwd-item.rwd-next-slide,.rwd-support.slider_effect_5 .rwd-item.rwd-prev-slide{-webkit-transition:-webkit-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-moz-transition:-moz-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-o-transition:-o-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;transition:transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s}\n.rwd-support.slider_effect_6 .rwd-item.rwd-prev-slide{-webkit-transform:translate3d(-100%,0,0);transform:translate3d(-100%,0,0)}\n.rwd-support.slider_effect_6 .rwd-item.rwd-next-slide{-moz-transform:translate3d(0,0,0) scale(.5);-o-transform:translate3d(0,0,0) scale(.5);-ms-transform:translate3d(0,0,0) scale(.5);-webkit-transform:translate3d(0,0,0) scale(.5);transform:translate3d(0,0,0) scale(.5)}\n.rwd-support.slider_effect_6 .rwd-item.rwd-current{-webkit-transform:translate3d(0,0,0);transform:translate3d(0,0,0);opacity:1}\n.rwd-support.slider_effect_6 .rwd-item.rwd-current,.rwd-support.slider_effect_6 .rwd-item.rwd-next-slide,.rwd-support.slider_effect_6 .rwd-item.rwd-prev-slide{-webkit-transition:-webkit-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-moz-transition:-moz-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-o-transition:-o-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;transition:transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s}\n.rwd-support.slider_effect_7 .rwd-item.rwd-prev-slide{-moz-transform:translate3d(0,0,0) scale(.5);-o-transform:translate3d(0,0,0) scale(.5);-ms-transform:translate3d(0,0,0) scale(.5);-webkit-transform:translate3d(0,0,0) scale(.5);transform:translate3d(0,0,0) scale(.5)}\n.rwd-support.slider_effect_7 .rwd-item.rwd-next-slide{-webkit-transform:translate3d(100%,0,0);transform:translate3d(100%,0,0)}\n.rwd-support.slider_effect_7 .rwd-item.rwd-current{-webkit-transform:translate3d(0,0,0);transform:translate3d(0,0,0);opacity:1}\n.rwd-support.slider_effect_7 .rwd-item.rwd-current,.rwd-support.slider_effect_7 .rwd-item.rwd-next-slide,.rwd-support.slider_effect_7 .rwd-item.rwd-prev-slide{-webkit-transition:-webkit-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-moz-transition:-moz-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-o-transition:-o-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;transition:transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s}\n.rwd-support.slider_effect_8 .rwd-item.rwd-prev-slide{-webkit-transform:scale3d(1.1,1.1,1.1);transform:scale3d(1.1,1.1,1.1)}\n.rwd-support.slider_effect_8 .rwd-item.rwd-next-slide{-webkit-transform:scale3d(.9,.9,.9);transform:scale3d(.9,.9,.9)}\n.rwd-support.slider_effect_8 .rwd-item.rwd-current{-webkit-transform:scale3d(1,1,1);transform:scale3d(1,1,1);opacity:1}\n.rwd-support.slider_effect_8 .rwd-item.rwd-current,.rwd-support.slider_effect_8 .rwd-item.rwd-next-slide,.rwd-support.slider_effect_8 .rwd-item.rwd-prev-slide{-webkit-transition:-webkit-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity 1s ease 0s;-moz-transition:-moz-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity 1s ease 0s;-o-transition:-o-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity 1s ease 0s;transition:transform 1s cubic-bezier(0,0,.25,1) 0s,opacity 1s ease 0s}\n.rwd-support.slider_effect_9 .rwd-item.rwd-prev-slide{-webkit-transform:translate3d(0,-100%,0);transform:translate3d(0,-100%,0)}\n.rwd-support.slider_effect_9 .rwd-item.rwd-next-slide{-webkit-transform:translate3d(0,100%,0);transform:translate3d(0,100%,0)}\n.rwd-support.slider_effect_9 .rwd-item.rwd-current{-webkit-transform:translate3d(0,0,0);transform:translate3d(0,0,0);opacity:1}\n.rwd-support.slider_effect_9 .rwd-item.rwd-current,.rwd-support.slider_effect_9 .rwd-item.rwd-next-slide,.rwd-support.slider_effect_9 .rwd-item.rwd-prev-slide{-webkit-transition:-webkit-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-moz-transition:-moz-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;-o-transition:-o-transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s;transition:transform 1s cubic-bezier(0,0,.25,1) 0s,opacity .1s ease 0s}\n.rwd-support.slider_effect_10 .rwd-item.rwd-prev-slide {-moz-transform: scale3d(0, 0, 0) translate3d(-100%, 0, 0);-o-transform: scale3d(0, 0, 0) translate3d(-100%, 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relative;\n}\n.rwd-SlideOuter.vertical .rightEnd {\n    -webkit-animation: topEnd 0.3s;\n    animation: topEnd 0.3s;\n    position: relative;\n}\n.rwd-SlideOuter.vertical .leftEnd {\n    -webkit-animation: bottomEnd 0.3s;\n    animation: bottomEnd 0.3s;\n    position: relative;\n}\n.huge_it_slider.isGrab > * {\n    cursor: -webkit-grab;\n    cursor: -moz-grab;\n    cursor: -o-grab;\n    cursor: -ms-grab;\n    cursor: grab;\n}\n.huge_it_slider.isGrabbing > * {\n    cursor: move;\n    cursor: -webkit-grabbing;\n    cursor: -moz-grabbing;\n    cursor: -o-grabbing;\n    cursor: -ms-grabbing;\n    cursor: grabbing;\n}\n\n\n.slider_75 {\n    max-width: 752px;\n}\n\n.huge-it-caption {\n    position: absolute;\n}\n.rwd-fullscreen > svg {\n    width: 25px;\n    top: 20px;\n    right: 10px;\n    height: 32px;\n    cursor: pointer;\n    position: absolute;\n    z-index: 99;\n    margin-top: -16px;\n    opacity: 0.5;\n    -webkit-transition: opacity 0.35s linear 0s;\n    transition: opacity 0.35s linear 0s;\n\n}\n\nsvg#rwd-fullscreen-on {\n    display: block;\n}\n\nsvg#rwd-fullscreen-off {\n    display: none;\n}\n\n.rwd-fullscreen-on #rwd-fullscreen-on {\n    display: none;\n}\n\n.rwd-fullscreen-on #rwd-fullscreen-off {\n    display: block;\n}\n\n.thumb_title, .thumb_description {\n    width: calc(100% - 10px);\n    text-align: left;\n    margin: 0 5px 5px;\n    color: black;\n    line-height: 16.5px;\n}\n.vertical .thumb_title, .vertical .thumb_description {\n    width: 145px;\n    margin: 0 5px 5px 0;\n}\n.thumb_title {\n    font-weight: bold;\n    font-size:13px;\n    font-family: 'Roboto', sans-serif;\n}\n.thumb_description {\n    font-size:11px;\n    font-family: 'Roboto', sans-serif;\n}\n.vertical .thumb_description {\n    overflow: hidden;\n}\n.rwd-fullscreen-on .thumb_description {\n    display: none;\n}\n.vertical .rwd-fullscreen-on .thumb_description {\n    display: block;\n}\n.rwd-SlideWrapper #rwd-fullscreen-on:hover, .rwd-SlideWrapper #rwd-fullscreen-on:active,\n.rwd-SlideWrapper #rwd-fullscreen-off:hover, .rwd-SlideWrapper #rwd-fullscreen-off:active,\n.rwd-SlideWrapper .rwd-fullscreen.active svg {\n    fill: black;\n}\n.rslider_iframe_cover {\n    position: absolute;\n    width: 100%;\n    height: 100%;\n    z-index: 999;\n}\n\n.rwd-SlideWrapper iframe {\n    height: 100%;\n}\n\n.rwd-fullscreen-on iframe {\n    width: 100%;\n}\n.rwd-SlideOuter, .rwd-SlideOuter .rwd-Gallery {\n    background: rgba(255, 255, 255, 1);\n}\n.rwd-SlideOuter .rwd-Gallery li.active, .rwd-SlideOuter .rwd-Gallery li:hover, .rwd-SlideOuter .rwd-Gallery li:active {\n    transition: 500ms;\n    background: rgba(182, 182, 182, 1);\n}\n.rwd-SlideOuter a img {\n    box-shadow: none;\n}\n<\/style>\n<p><!--more--><\/p>\n<p><strong>Date:<\/strong><br \/>\n2020<\/p>\n<p><strong>Contractor:<\/strong><br \/>\nLOPESAN<\/p>\n<p><strong>Owner:<\/strong><br \/>\nCabildo de Gran Canaria<\/p>\n<p>The purpose of the bridge built was to rehabilitate the roadway of the GC-1 Highway on the Island of Gran Canaria, which was partially cut off due to the breakage of a retaining wall, which caused a landslide.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-1919\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen1.jpg\" alt=\"\" width=\"1173\" height=\"783\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen1.jpg 1173w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen1-300x200.jpg 300w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen1-768x513.jpg 768w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen1-1024x684.jpg 1024w\" sizes=\"auto, (max-width: 767px) 89vw, (max-width: 1000px) 54vw, (max-width: 1071px) 543px, 580px\" \/><\/p>\n<p>After the collapse, some urgent works were carried out to restore vehicle traffic capacity. A provisional diversion was built, capable of accommodating three traffic lanes and, among other complementary measures, a containment work was carried out on the existing infrastructure by means of a screen of micropiles in order to prevent its subsequent collapse, given the existence of open surface cracks. on the pavement.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter wp-image-1920 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen2-e1650118849103.jpg\" alt=\"\" width=\"663\" height=\"498\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen2-e1650118849103.jpg 663w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen2-e1650118849103-300x225.jpg 300w\" sizes=\"auto, (max-width: 663px) 100vw, 663px\" \/><\/p>\n<figure id=\"attachment_1921\" aria-describedby=\"caption-attachment-1921\" style=\"width: 653px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-1921 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen3.jpg\" alt=\"\" width=\"653\" height=\"490\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen3.jpg 653w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen3-300x225.jpg 300w\" sizes=\"auto, (max-width: 653px) 100vw, 653px\" \/><figcaption id=\"caption-attachment-1921\" class=\"wp-caption-text\">Cracks on the road<\/figcaption><\/figure>\n<p>The collapse caused a gap in the space where the roadway was previously located, leaving the land cut at the limit marked by the micropile screen, discovered in the outer area and to which a shotcrete coating was subsequently applied.<\/p>\n<figure id=\"attachment_1923\" aria-describedby=\"caption-attachment-1923\" style=\"width: 811px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-1923 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen4.jpg\" alt=\"\" width=\"811\" height=\"609\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen4.jpg 811w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen4-300x225.jpg 300w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen4-768x577.jpg 768w\" sizes=\"auto, (max-width: 767px) 89vw, (max-width: 1000px) 54vw, (max-width: 1071px) 543px, 580px\" \/><figcaption id=\"caption-attachment-1923\" class=\"wp-caption-text\">Shotcrete lining<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n<p>After the execution of the provisional diversion of the roadway and containment of the area that has not collapsed, the need to adopt a definitive solution was raised to rebuild the original roadway in its original position, with safety guarantees.<\/p>\n<p>The collapse had caused an empty space of the land on which the road previously ran.<\/p>\n<figure id=\"attachment_1924\" aria-describedby=\"caption-attachment-1924\" style=\"width: 605px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-1924 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen5.jpg\" alt=\"\" width=\"605\" height=\"340\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen5.jpg 605w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen5-300x169.jpg 300w\" sizes=\"auto, (max-width: 605px) 100vw, 605px\" \/><figcaption id=\"caption-attachment-1924\" class=\"wp-caption-text\">Empty space caused by collapse<\/figcaption><\/figure>\n<p>General characteristics of the road rehabilitation bridge:<\/p>\n<p>&#8211; The road has been supported by a structure that jumps over the area affected by the collapse.<\/p>\n<p>&#8211; The structure covers the space by means of a bridge deck with a span of 40 m and a width of 15 m, founded by means of micropiles embedded in the rocky massif that underlies the layer of loose soil.<\/p>\n<p>&#8211; Part of the new deck occupies the empty space created by the collapse and the entire layout of the GC-1 roadway has been restored in its original position.<\/p>\n<p>&nbsp;<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-1925\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen6.jpg\" alt=\"\" width=\"1193\" height=\"795\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen6.jpg 1193w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen6-300x200.jpg 300w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen6-768x512.jpg 768w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen6-1024x682.jpg 1024w\" sizes=\"auto, (max-width: 767px) 89vw, (max-width: 1000px) 54vw, (max-width: 1071px) 543px, 580px\" \/><\/p>\n<p>One of the most relevant data that has conditioned the project of the developed solution has been the consideration of the space available for the construction, which was formed by a narrow strip between the right limit of the road detour and the edge of the land cut by the landslide.<\/p>\n<p>Specifically, to build the 15-meter-wide deck, only one passageway was available with a useful width slightly greater than 7 meters. Due to this difficulty, the choice of typology was strongly conditioned by feasibility requirements, as well as by those of the corresponding construction procedure and the use of adequate auxiliary means to operate in such a small space.<\/p>\n<p>The construction has been carried out in independent phases, each one of them, to create a fraction of the structure with the capacity to support the own weight of the following one, in assembly state.<\/p>\n<p>The deck structure is formed by a resistant core built on the existing passageway, whose width is slightly more than 7 m. The core, with a span of 40 m, a width of 6.20 m and a total thickness of 2 m, has been concreted on the ground itself, previously excavated to the necessary depth, which has acted as a supporting formwork for the formwork of the lower part.<\/p>\n<figure id=\"attachment_1926\" aria-describedby=\"caption-attachment-1926\" style=\"width: 334px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-1926 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen7.jpg\" alt=\"\" width=\"334\" height=\"170\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen7.jpg 334w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen7-300x153.jpg 300w\" sizes=\"auto, (max-width: 334px) 100vw, 334px\" \/><figcaption id=\"caption-attachment-1926\" class=\"wp-caption-text\">Concrete core on the existing ground<\/figcaption><\/figure>\n<p>Once the stressing process of the active reinforcement of the core has been completed, the load due to its own weight has been transferred to the support area.<\/p>\n<p>Once the core was built, it was used to create a 5.85 m cantilever, made up of lightweight prefabricated elements assembled with auxiliary elements that run above the core itself.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-1927\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen8.jpg\" alt=\"\" width=\"504\" height=\"250\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen8.jpg 504w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen8-300x149.jpg 300w\" sizes=\"auto, (max-width: 504px) 100vw, 504px\" \/><\/p>\n<p>After the assembly of the large cantilevered area, a resistant deck 12 m wide has been created for the passage of vehicles. Once this point has been reached, traffic has been restored on the constituted deck and with the definitive layout, albeit with a road with 3 strict lanes, pending the completion of the construction of a small overhang on the inner side, which occupies part of the detour that had been rendered useless.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-1928\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen9.jpg\" alt=\"\" width=\"372\" height=\"167\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen9.jpg 372w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen9-300x135.jpg 300w\" sizes=\"auto, (max-width: 372px) 100vw, 372px\" \/><\/p>\n<p>&#8211; Finally, once the 15 m width of the deck has been completed, the roadway has been definitively established in its original position, provided with 3 circulation lanes, plus a hard shoulder on the right side and a berm on the inside, on the left side:<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-1929\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen10.jpg\" alt=\"\" width=\"427\" height=\"225\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen10.jpg 427w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen10-300x158.jpg 300w\" sizes=\"auto, (max-width: 427px) 100vw, 427px\" \/><\/p>\n<p>The limitations of useful space for the construction have motivated the carrying out of the process, through phased assembly of the fundamental elements, of a structure whose morphology has been conditioned by the demands of the construction process to follow.<\/p>\n<p>The cantilevered area of \u200b\u200bthe deck is formed by the association of several prefabricated elements (brackets and precast slabs), which support a concrete slab to be built in situ.<\/p>\n<p>With this procedure, a cantilever close to 6 meters has been built, which is embedded in the core and anchored at the top with the addition of a transverse prestressing.<\/p>\n<figure id=\"attachment_1938\" aria-describedby=\"caption-attachment-1938\" style=\"width: 5472px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-1938 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/003.jpg\" alt=\"\" width=\"5472\" height=\"3648\" srcset=\"https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/003.jpg 5472w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/003-300x200.jpg 300w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/003-768x512.jpg 768w, https:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/003-1024x683.jpg 1024w\" sizes=\"auto, (max-width: 767px) 89vw, (max-width: 1000px) 54vw, (max-width: 1071px) 543px, 580px\" \/><figcaption id=\"caption-attachment-1938\" class=\"wp-caption-text\">Exterior deck overhang view<\/figcaption><\/figure>\n<p>&nbsp;<\/p>\n","protected":false,"raw":"[huge_it_slider id=\"75\"]\r\n\r\n<!--more-->\r\n\r\n<strong>Date:<\/strong>\r\n2020\r\n\r\n<strong>Contractor:<\/strong>\r\nLOPESAN\r\n\r\n<strong>Owner:<\/strong>\r\nCabildo de Gran Canaria\r\n\r\nThe purpose of the bridge built was to rehabilitate the roadway of the GC-1 Highway on the Island of Gran Canaria, which was partially cut off due to the breakage of a retaining wall, which caused a landslide.\r\n\r\n<img class=\"aligncenter size-full wp-image-1919\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen1.jpg\" alt=\"\" width=\"1173\" height=\"783\" \/>\r\n\r\nAfter the collapse, some urgent works were carried out to restore vehicle traffic capacity. A provisional diversion was built, capable of accommodating three traffic lanes and, among other complementary measures, a containment work was carried out on the existing infrastructure by means of a screen of micropiles in order to prevent its subsequent collapse, given the existence of open surface cracks. on the pavement.\r\n\r\n<img class=\"aligncenter wp-image-1920 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen2-e1650118849103.jpg\" alt=\"\" width=\"663\" height=\"498\" \/>\r\n\r\n[caption id=\"attachment_1921\" align=\"aligncenter\" width=\"653\"]<img class=\"wp-image-1921 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen3.jpg\" alt=\"\" width=\"653\" height=\"490\" \/> Cracks on the road[\/caption]\r\n\r\nThe collapse caused a gap in the space where the roadway was previously located, leaving the land cut at the limit marked by the micropile screen, discovered in the outer area and to which a shotcrete coating was subsequently applied.\r\n\r\n[caption id=\"attachment_1923\" align=\"aligncenter\" width=\"811\"]<img class=\"wp-image-1923 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen4.jpg\" alt=\"\" width=\"811\" height=\"609\" \/> Shotcrete lining[\/caption]\r\n\r\n&nbsp;\r\n\r\nAfter the execution of the provisional diversion of the roadway and containment of the area that has not collapsed, the need to adopt a definitive solution was raised to rebuild the original roadway in its original position, with safety guarantees.\r\n\r\nThe collapse had caused an empty space of the land on which the road previously ran.\r\n\r\n[caption id=\"attachment_1924\" align=\"aligncenter\" width=\"605\"]<img class=\"wp-image-1924 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen5.jpg\" alt=\"\" width=\"605\" height=\"340\" \/> Empty space caused by collapse[\/caption]\r\n\r\nGeneral characteristics of the road rehabilitation bridge:\r\n\r\n- The road has been supported by a structure that jumps over the area affected by the collapse.\r\n\r\n- The structure covers the space by means of a bridge deck with a span of 40 m and a width of 15 m, founded by means of micropiles embedded in the rocky massif that underlies the layer of loose soil.\r\n\r\n- Part of the new deck occupies the empty space created by the collapse and the entire layout of the GC-1 roadway has been restored in its original position.\r\n\r\n&nbsp;\r\n\r\n<img class=\"aligncenter size-full wp-image-1925\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen6.jpg\" alt=\"\" width=\"1193\" height=\"795\" \/>\r\n\r\nOne of the most relevant data that has conditioned the project of the developed solution has been the consideration of the space available for the construction, which was formed by a narrow strip between the right limit of the road detour and the edge of the land cut by the landslide.\r\n\r\nSpecifically, to build the 15-meter-wide deck, only one passageway was available with a useful width slightly greater than 7 meters. Due to this difficulty, the choice of typology was strongly conditioned by feasibility requirements, as well as by those of the corresponding construction procedure and the use of adequate auxiliary means to operate in such a small space.\r\n\r\nThe construction has been carried out in independent phases, each one of them, to create a fraction of the structure with the capacity to support the own weight of the following one, in assembly state.\r\n\r\nThe deck structure is formed by a resistant core built on the existing passageway, whose width is slightly more than 7 m. The core, with a span of 40 m, a width of 6.20 m and a total thickness of 2 m, has been concreted on the ground itself, previously excavated to the necessary depth, which has acted as a supporting formwork for the formwork of the lower part.\r\n\r\n[caption id=\"attachment_1926\" align=\"aligncenter\" width=\"334\"]<img class=\"wp-image-1926 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen7.jpg\" alt=\"\" width=\"334\" height=\"170\" \/> Concrete core on the existing ground[\/caption]\r\n\r\nOnce the stressing process of the active reinforcement of the core has been completed, the load due to its own weight has been transferred to the support area.\r\n\r\nOnce the core was built, it was used to create a 5.85 m cantilever, made up of lightweight prefabricated elements assembled with auxiliary elements that run above the core itself.\r\n\r\n<img class=\"aligncenter size-full wp-image-1927\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen8.jpg\" alt=\"\" width=\"504\" height=\"250\" \/>\r\n\r\nAfter the assembly of the large cantilevered area, a resistant deck 12 m wide has been created for the passage of vehicles. Once this point has been reached, traffic has been restored on the constituted deck and with the definitive layout, albeit with a road with 3 strict lanes, pending the completion of the construction of a small overhang on the inner side, which occupies part of the detour that had been rendered useless.\r\n\r\n<img class=\"aligncenter size-full wp-image-1928\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen9.jpg\" alt=\"\" width=\"372\" height=\"167\" \/>\r\n\r\n- Finally, once the 15 m width of the deck has been completed, the roadway has been definitively established in its original position, provided with 3 circulation lanes, plus a hard shoulder on the right side and a berm on the inside, on the left side:\r\n\r\n<img class=\"aligncenter size-full wp-image-1929\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen10.jpg\" alt=\"\" width=\"427\" height=\"225\" \/>\r\n\r\nThe limitations of useful space for the construction have motivated the carrying out of the process, through phased assembly of the fundamental elements, of a structure whose morphology has been conditioned by the demands of the construction process to follow.\r\n\r\nThe cantilevered area of \u200b\u200bthe deck is formed by the association of several prefabricated elements (brackets and precast slabs), which support a concrete slab to be built in situ.\r\n\r\nWith this procedure, a cantilever close to 6 meters has been built, which is embedded in the core and anchored at the top with the addition of a transverse prestressing.\r\n\r\n[caption id=\"attachment_1938\" align=\"aligncenter\" width=\"5472\"]<img class=\"wp-image-1938 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/003.jpg\" alt=\"\" width=\"5472\" height=\"3648\" \/> Exterior deck overhang view[\/caption]\r\n\r\n&nbsp;"},"excerpt":{"rendered":"","protected":false,"raw":""},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_es_post_content":"[huge_it_slider id=\"75\"]\r\n\r\n<!--more-->\r\n\r\n&nbsp;\r\n\r\n<strong>Fecha:<\/strong>\r\n2020\r\n\r\n<strong>Construcci\u00f3n:<\/strong>\r\nLOPESAN\r\n\r\n<strong>Administraci\u00f3n:<\/strong>\r\nCabildo de Gran Canaria\r\n\r\nEl puente construido ha tenido por objeto rehabilitar la calzada de la Autopista GC-1 de la Isla de Gran Canaria, que qued\u00f3 parcialmente cortada debido a la rotura de un muro de contenci\u00f3n, que provoc\u00f3 un desprendimiento de tierras.\r\n\r\n<img class=\"aligncenter wp-image-1919 size-large\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen1-1024x684.jpg\" alt=\"\" width=\"525\" height=\"351\" \/>\r\n\r\nTras el derrumbamiento se efectuaron unas obras, con car\u00e1cter urgente, para restituir la capacidad de tr\u00e1fico de veh\u00edculos.\u00a0 Se construy\u00f3 un desv\u00edo provisional, capaz de albergar tres carriles de circulaci\u00f3n y entre otras medidas complementarias, se ejecut\u00f3 una obra de contenci\u00f3n de la infraestructura existente mediante una pantalla de micropilotes con el objeto de evitar su posterior derrumbamiento, dada la existencia de grietas superficiales abiertas en el pavimento.\r\n\r\n[caption id=\"attachment_1920\" align=\"aligncenter\" width=\"663\"]<img class=\"wp-image-1920 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen2-e1650114512108.jpg\" alt=\"\" width=\"663\" height=\"498\" \/> Pantalla de micropilotes, que queda a la vista[\/caption]\r\n\r\n[caption id=\"attachment_1922\" align=\"aligncenter\" width=\"653\"]<img class=\"wp-image-1922 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen3-1-e1650114534300.jpg\" alt=\"\" width=\"653\" height=\"490\" \/> Grietas en la calzada[\/caption]\r\n<p style=\"text-align: left;\"><span style=\"font-size: 1rem;\">El derrumbamiento provoc\u00f3 un vac\u00edo del espacio, donde anteriormente se encontraba la calzada, habiendo quedado el terreno cortado en el l\u00edmite marcado por la pantalla de micropilotes, \u00a0descubierta \u00a0en zona exterior y a la que posteriormente se ha aplicado un revestimiento con gunita.<\/span><\/p>\r\n\r\n\r\n[caption id=\"attachment_1923\" align=\"aligncenter\" width=\"811\"]<img class=\"wp-image-1923 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen4.jpg\" alt=\"\" width=\"811\" height=\"609\" \/> Revestimiento con gunita[\/caption]\r\n\r\nTras la ejecuci\u00f3n del desv\u00edo provisional de la calzada y contenci\u00f3n de la zona que ha quedado sin derrumbar, se plante\u00f3 la necesidad de adoptar una soluci\u00f3n definitiva para reconstruir la calzada primitiva en su posici\u00f3n original, con garant\u00edas de seguridad.\r\n\r\nEl derrumbamiento hab\u00eda provocado un espacio vac\u00edo del terreno sobre el que anteriormente discurr\u00eda la calzada.\r\n\r\n[caption id=\"attachment_1924\" align=\"aligncenter\" width=\"605\"]<img class=\"wp-image-1924 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen5.jpg\" alt=\"\" width=\"605\" height=\"340\" \/> Espacio vac\u00edo provocado por el derrumbamiento[\/caption]\r\n<p style=\"text-align: left;\">Caracter\u00edsticas generales del puente de rehabilitaci\u00f3n de la calzada:<\/p>\r\n\r\n<ul style=\"text-align: left;\">\r\n \t<li>La calzada ha quedado sustentada por una estructura que salta por encima de la zona afectada por el derrumbamiento.<\/li>\r\n \t<li>La estructura cubre el espacio mediante un tablero de puente de 40 m de luz y 15 m de ancho, cimentado mediante micropilotes empotrados en el macizo rocoso que subyace bajo la capa de terreno suelto.<\/li>\r\n \t<li>Parte del nuevo tablero ocupa el espacio vac\u00edo creado por el derrumbamiento y se ha restituido \u00edntegramente trazado de la calzada de la GC-1 en su posici\u00f3n primitiva.<\/li>\r\n<\/ul>\r\n<img class=\"alignnone size-full wp-image-1925\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen6.jpg\" alt=\"\" width=\"1193\" height=\"795\" \/>\r\n<p style=\"text-align: left;\">Uno de los datos m\u00e1s relevantes que han condicionado el proyecto de la soluci\u00f3n desarrollada ha sido la consideraci\u00f3n del espacio disponible para la construcci\u00f3n estaba formado por una estrecha franja existente entre el l\u00edmite derecho del desv\u00edo de la calzada y el borde del terreno cortado por el derrumbamiento.<\/p>\r\n<p style=\"text-align: left;\">Concretamente, para construir el tablero de 15 metros de ancho se dispon\u00eda solamente de un pasillo con un ancho \u00fatil ligeramente superior a los 7 metros. \u00a0Debido a esta dificultad, la elecci\u00f3n de la tipolog\u00eda estuvo fuertemente condicionada por las exigencias de viabilidad, as\u00ed como por las del procedimiento constructivo correspondiente y la utilizaci\u00f3n de medios auxiliares adecuados para operar en un espacio de tan reducidas dimensiones.<\/p>\r\n<p style=\"text-align: left;\">La construcci\u00f3n se ha llevado a cabo por fases independientes, cada una de ellas, para crear una fracci\u00f3n de la estructura con capacidad para soportar el peso propio de la siguiente, en estado de montaje.<\/p>\r\n<p style=\"text-align: left;\">La estructura del tablero est\u00e1 formada por un n\u00facleo resistente construido sobre el pasillo existente, cuyo ancho es ligeramente superior a los 7 m. El n\u00facleo, de 40 m de luz, con un ancho de 6,20 m y un espesor total de 2 m, se ha hormigonado sobre el propio terreno previamente excavado hasta la profundidad necesaria, que ha actuado como cimbra sustentante del encofrado de la parte inferior.<\/p>\r\n<img class=\"wp-image-1926\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen7.jpg\" alt=\"\" width=\"566\" height=\"288\" \/>\r\n<p style=\"text-align: left;\">Una vez finalizado el proceso de tesado de la armadura activa del n\u00facleo, la carga debida a su peso propio ha sido transferida a la zona de apoyos.<\/p>\r\n<p style=\"text-align: left;\">Una vez construido el n\u00facleo, ha sido utilizado para la creaci\u00f3n de un voladizo de 5,85 m, formado por elementos prefabricados ligeros montados con elementos auxiliares que discurren por encima del propio n\u00facleo.<\/p>\r\n<img class=\"size-full wp-image-1927 aligncenter\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen8.jpg\" alt=\"\" width=\"504\" height=\"250\" \/>\r\n<p style=\"text-align: left;\">Tras el montaje de la gran zona volada, ha quedado constituido un tablero resistente de 12 m de ancho para el paso de veh\u00edculos. \u00a0Alcanzado este punto, se ha restituido el tr\u00e1fico sobre el tablero constituido y con el trazado definitivo, si bien con una calzada de 3 carriles estrictos, a la espera de completar la construcci\u00f3n de un peque\u00f1o voladizo por el lado interior, que ocupa parte del desv\u00edo que hab\u00eda quedado inutilizado.<\/p>\r\n<img class=\"alignnone size-full wp-image-1928 aligncenter\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen9.jpg\" alt=\"\" width=\"372\" height=\"167\" \/>\r\n<ul style=\"text-align: left;\">\r\n \t<li>Finalmente, una vez completados los 15 m de ancho del tablero, ha quedado definitivamente constituida la calzada en su posici\u00f3n primitiva, provista de 3 carriles de circulaci\u00f3n, m\u00e1s arc\u00e9n en el lado derecho y berma por el interior, en el lado izquierdo:<\/li>\r\n<\/ul>\r\n<img class=\"aligncenter size-full wp-image-1929\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen10.jpg\" alt=\"\" width=\"427\" height=\"225\" \/>\r\n<p style=\"text-align: left;\">Las limitaciones de espacio \u00fatil para la construcci\u00f3n han motivado la realizaci\u00f3n del proceso, mediante montaje por fases de los elementos fundamentales, de una estructura cuya morfolog\u00eda ha sido condicionada por las exigencias del proceso constructivo a seguir.<\/p>\r\n<p style=\"text-align: left;\">Una de las peculiaridades del tablero proyectado consiste en la asimetr\u00eda que se pone de manifiesto al observar la secci\u00f3n transversal. En uno de los lados del n\u00facleo resistente existe una gran zona volada que en estado de servicio es susceptible\u00a0 de transmitir cargas de tr\u00e1fico de naturaleza exc\u00e9ntrica en relaci\u00f3n con el eje longitudinal del n\u00facleo, que se aprecia en mayor medida en la situaci\u00f3n de paso de veh\u00edculos en la primera fase de apertura de tr\u00e1fico, con 12 metros de ancho de calzada.<\/p>\r\n<img class=\"aligncenter size-full wp-image-1930\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen11.jpg\" alt=\"\" width=\"419\" height=\"222\" \/>\r\n<p style=\"text-align: left;\">En la zona de apoyo sobre los estribos, el n\u00facleo est\u00e1 r\u00edgidamente empotrado a la torsi\u00f3n y para ello dispone de un diafragma complementario que sobresale por la parte exterior y queda vinculado verticalmente al macizo de encepado por dos aparatos de apoyo, quedando constituido un conjunto estable que equilibra eficazmente el reparto de cargas de naturaleza exc\u00e9ntrica.<\/p>\r\n<img class=\"aligncenter size-full wp-image-1931\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen12.jpg\" alt=\"\" width=\"491\" height=\"203\" \/>\r\n<p style=\"text-align: left;\">La zona volada del tablero est\u00e1 formada por la asociaci\u00f3n de varios elementos prefabricados (jabalcones y prelosas), que soportan una losa de hormig\u00f3n a construir in situ.<\/p>\r\n<p style=\"text-align: left;\">Con este procedimiento se ha constituido un voladizo cercano a los 6 metros, que queda empotrado en el n\u00facleo y anclado superiormente con la adici\u00f3n de un pretensado transversal.<\/p>\r\n\r\n\r\n[caption id=\"attachment_1932\" align=\"aligncenter\" width=\"1323\"]<img class=\"size-full wp-image-1932\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen13.jpg\" alt=\"\" width=\"1323\" height=\"882\" \/> Aspecto del voladizo exterior del tablero[\/caption]","_es_post_name":"puente-rehabilitacion-la-calzada-la-autopista-gc-1-gran-canaria","_es_post_excerpt":"","_es_post_title":"Puente Rehabilitaci\u00f3n de la calzada en la Autopista GC-1 (Gran Canaria)","_en_post_content":"[huge_it_slider id=\"75\"]\r\n\r\n<!--more-->\r\n\r\n<strong>Date:<\/strong>\r\n2020\r\n\r\n<strong>Contractor:<\/strong>\r\nLOPESAN\r\n\r\n<strong>Owner:<\/strong>\r\nCabildo de Gran Canaria\r\n\r\nThe purpose of the bridge built was to rehabilitate the roadway of the GC-1 Highway on the Island of Gran Canaria, which was partially cut off due to the breakage of a retaining wall, which caused a landslide.\r\n\r\n<img class=\"aligncenter size-full wp-image-1919\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen1.jpg\" alt=\"\" width=\"1173\" height=\"783\" \/>\r\n\r\nAfter the collapse, some urgent works were carried out to restore vehicle traffic capacity. A provisional diversion was built, capable of accommodating three traffic lanes and, among other complementary measures, a containment work was carried out on the existing infrastructure by means of a screen of micropiles in order to prevent its subsequent collapse, given the existence of open surface cracks. on the pavement.\r\n\r\n<img class=\"aligncenter wp-image-1920 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen2-e1650118849103.jpg\" alt=\"\" width=\"663\" height=\"498\" \/>\r\n\r\n[caption id=\"attachment_1921\" align=\"aligncenter\" width=\"653\"]<img class=\"wp-image-1921 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen3.jpg\" alt=\"\" width=\"653\" height=\"490\" \/> Cracks on the road[\/caption]\r\n\r\nThe collapse caused a gap in the space where the roadway was previously located, leaving the land cut at the limit marked by the micropile screen, discovered in the outer area and to which a shotcrete coating was subsequently applied.\r\n\r\n[caption id=\"attachment_1923\" align=\"aligncenter\" width=\"811\"]<img class=\"wp-image-1923 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen4.jpg\" alt=\"\" width=\"811\" height=\"609\" \/> Shotcrete lining[\/caption]\r\n\r\n&nbsp;\r\n\r\nAfter the execution of the provisional diversion of the roadway and containment of the area that has not collapsed, the need to adopt a definitive solution was raised to rebuild the original roadway in its original position, with safety guarantees.\r\n\r\nThe collapse had caused an empty space of the land on which the road previously ran.\r\n\r\n[caption id=\"attachment_1924\" align=\"aligncenter\" width=\"605\"]<img class=\"wp-image-1924 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen5.jpg\" alt=\"\" width=\"605\" height=\"340\" \/> Empty space caused by collapse[\/caption]\r\n\r\nGeneral characteristics of the road rehabilitation bridge:\r\n\r\n- The road has been supported by a structure that jumps over the area affected by the collapse.\r\n\r\n- The structure covers the space by means of a bridge deck with a span of 40 m and a width of 15 m, founded by means of micropiles embedded in the rocky massif that underlies the layer of loose soil.\r\n\r\n- Part of the new deck occupies the empty space created by the collapse and the entire layout of the GC-1 roadway has been restored in its original position.\r\n\r\n&nbsp;\r\n\r\n<img class=\"aligncenter size-full wp-image-1925\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen6.jpg\" alt=\"\" width=\"1193\" height=\"795\" \/>\r\n\r\nOne of the most relevant data that has conditioned the project of the developed solution has been the consideration of the space available for the construction, which was formed by a narrow strip between the right limit of the road detour and the edge of the land cut by the landslide.\r\n\r\nSpecifically, to build the 15-meter-wide deck, only one passageway was available with a useful width slightly greater than 7 meters. Due to this difficulty, the choice of typology was strongly conditioned by feasibility requirements, as well as by those of the corresponding construction procedure and the use of adequate auxiliary means to operate in such a small space.\r\n\r\nThe construction has been carried out in independent phases, each one of them, to create a fraction of the structure with the capacity to support the own weight of the following one, in assembly state.\r\n\r\nThe deck structure is formed by a resistant core built on the existing passageway, whose width is slightly more than 7 m. The core, with a span of 40 m, a width of 6.20 m and a total thickness of 2 m, has been concreted on the ground itself, previously excavated to the necessary depth, which has acted as a supporting formwork for the formwork of the lower part.\r\n\r\n[caption id=\"attachment_1926\" align=\"aligncenter\" width=\"334\"]<img class=\"wp-image-1926 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen7.jpg\" alt=\"\" width=\"334\" height=\"170\" \/> Concrete core on the existing ground[\/caption]\r\n\r\nOnce the stressing process of the active reinforcement of the core has been completed, the load due to its own weight has been transferred to the support area.\r\n\r\nOnce the core was built, it was used to create a 5.85 m cantilever, made up of lightweight prefabricated elements assembled with auxiliary elements that run above the core itself.\r\n\r\n<img class=\"aligncenter size-full wp-image-1927\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen8.jpg\" alt=\"\" width=\"504\" height=\"250\" \/>\r\n\r\nAfter the assembly of the large cantilevered area, a resistant deck 12 m wide has been created for the passage of vehicles. Once this point has been reached, traffic has been restored on the constituted deck and with the definitive layout, albeit with a road with 3 strict lanes, pending the completion of the construction of a small overhang on the inner side, which occupies part of the detour that had been rendered useless.\r\n\r\n<img class=\"aligncenter size-full wp-image-1928\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen9.jpg\" alt=\"\" width=\"372\" height=\"167\" \/>\r\n\r\n- Finally, once the 15 m width of the deck has been completed, the roadway has been definitively established in its original position, provided with 3 circulation lanes, plus a hard shoulder on the right side and a berm on the inside, on the left side:\r\n\r\n<img class=\"aligncenter size-full wp-image-1929\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/Imagen10.jpg\" alt=\"\" width=\"427\" height=\"225\" \/>\r\n\r\nThe limitations of useful space for the construction have motivated the carrying out of the process, through phased assembly of the fundamental elements, of a structure whose morphology has been conditioned by the demands of the construction process to follow.\r\n\r\nThe cantilevered area of \u200b\u200bthe deck is formed by the association of several prefabricated elements (brackets and precast slabs), which support a concrete slab to be built in situ.\r\n\r\nWith this procedure, a cantilever close to 6 meters has been built, which is embedded in the core and anchored at the top with the addition of a transverse prestressing.\r\n\r\n[caption id=\"attachment_1938\" align=\"aligncenter\" width=\"5472\"]<img class=\"wp-image-1938 size-full\" src=\"http:\/\/www.jallombart.com\/wp-content\/uploads\/2022\/04\/003.jpg\" alt=\"\" width=\"5472\" height=\"3648\" \/> Exterior deck overhang view[\/caption]\r\n\r\n&nbsp;","_en_post_name":"puente-rehabilitacion-la-calzada-la-autopista-gc-1-gran-canaria","_en_post_excerpt":"","_en_post_title":"Bridge Restoration of the carrigeway on the GC-1 Motorway (Gran Canaria)","edit_language":"en","footnotes":""},"categories":[12,150],"tags":[],"class_list":["post-1918","post","type-post","status-publish","format-standard","hentry","category-puentes-de-carretera","category-rehabilitaciones"],"_links":{"self":[{"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/posts\/1918","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/comments?post=1918"}],"version-history":[{"count":10,"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/posts\/1918\/revisions"}],"predecessor-version":[{"id":1960,"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/posts\/1918\/revisions\/1960"}],"wp:attachment":[{"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/media?parent=1918"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/categories?post=1918"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.jallombart.com\/en\/wp-json\/wp\/v2\/tags?post=1918"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}