Sinkholes<\/b><\/span><\/h2><\/div><\/div><\/div><\/div><\/div>Rosedown Boulevard DeBary Sinkhole<\/h2>\n
GEC responded to an emergency sinkhole evaluation request by the City of DeBary on Rosedown Boulevard. An approximate 20-foot diameter subsidence was reported in the westbound travel lane of Rosedown Boulevard. To evaluate the subsidence feature GEC personnel performed Ground Penetrating Radar (GPR) and Cone Penetration Test (CPT) soundings. GEC developed a deep injection grouting program for remediation of the subsidence and monitored the pressure grouting.<\/p>\n<\/div>
![](\"https:\/\/www.gecfla.com\/wp-content\/uploads\/2021\/02\/20180626_105830-scaled.jpg\" "\\"20180626_105830\\"")
<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nGEC CLIENT<\/strong><\/h3>\nPegasus Engineering<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nULTIMATE CLIENT<\/strong><\/h3>\nCity of DeBary Public Works<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n
\n\u2022 Sinkhole subsidence evaluation<\/span>
\n\u2022 Ground Penetrating Radar (GPR)
\n\u2022 Cone Penetration Test (CPT) soundings<\/p>\n<\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-1625","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/comments?post=1625"}],"version-history":[{"count":37,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625\/revisions"}],"predecessor-version":[{"id":1959,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625\/revisions\/1959"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1625"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
Rosedown Boulevard DeBary Sinkhole<\/h2>\n
GEC responded to an emergency sinkhole evaluation request by the City of DeBary on Rosedown Boulevard. An approximate 20-foot diameter subsidence was reported in the westbound travel lane of Rosedown Boulevard. To evaluate the subsidence feature GEC personnel performed Ground Penetrating Radar (GPR) and Cone Penetration Test (CPT) soundings. GEC developed a deep injection grouting program for remediation of the subsidence and monitored the pressure grouting.<\/p>\n<\/div>
<\/span><\/div>GEC CLIENT<\/strong><\/h3>\nPegasus Engineering<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nULTIMATE CLIENT<\/strong><\/h3>\nCity of DeBary Public Works<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n
\n\u2022 Sinkhole subsidence evaluation<\/span>
\n\u2022 Ground Penetrating Radar (GPR)
\n\u2022 Cone Penetration Test (CPT) soundings<\/p>\n<\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-1625","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/comments?post=1625"}],"version-history":[{"count":37,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625\/revisions"}],"predecessor-version":[{"id":1959,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625\/revisions\/1959"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1625"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
ULTIMATE CLIENT<\/strong><\/h3>\nCity of DeBary Public Works<\/p>\n<\/div><\/div><\/div>
<\/div><\/div><\/div><\/div><\/i><\/div><\/div><\/div>\nPROJECT ELEMENTS<\/strong><\/h3>\n
\n\u2022 Sinkhole subsidence evaluation<\/span>
\n\u2022 Ground Penetrating Radar (GPR)
\n\u2022 Cone Penetration Test (CPT) soundings<\/p>\n<\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-1625","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/comments?post=1625"}],"version-history":[{"count":37,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625\/revisions"}],"predecessor-version":[{"id":1959,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625\/revisions\/1959"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1625"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
PROJECT ELEMENTS<\/strong><\/h3>\n
\n\u2022 Sinkhole subsidence evaluation<\/span>
\n\u2022 Ground Penetrating Radar (GPR)
\n\u2022 Cone Penetration Test (CPT) soundings<\/p>\n<\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/div><\/p>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"100-width.php","meta":{"footnotes":""},"class_list":["post-1625","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/comments?post=1625"}],"version-history":[{"count":37,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625\/revisions"}],"predecessor-version":[{"id":1959,"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/pages\/1625\/revisions\/1959"}],"wp:attachment":[{"href":"https:\/\/www.gecfla.com\/wp-json\/wp\/v2\/media?parent=1625"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
\n\u2022 Sinkhole subsidence evaluation<\/span>
\n\u2022 Ground Penetrating Radar (GPR)
\n\u2022 Cone Penetration Test (CPT) soundings<\/p>\n<\/div><\/div><\/div>