{"id":2452,"date":"2023-01-26T00:05:14","date_gmt":"2023-01-26T00:05:14","guid":{"rendered":"https:\/\/evertekengineering.com\/?p=2452"},"modified":"2023-01-26T15:53:51","modified_gmt":"2023-01-26T15:53:51","slug":"benkelman-beam-test","status":"publish","type":"post","link":"https:\/\/evertekconsultants.com\/punjabi\/benkelman-beam-test\/","title":{"rendered":"Benkelman Beam Test"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-post\" data-elementor-id=\"2452\" class=\"elementor elementor-2452\" data-elementor-post-type=\"post\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-d805afe elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"d805afe\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-7dc376d\" data-id=\"7dc376d\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-8f2bba4 elementor-widget elementor-widget-heading\" data-id=\"8f2bba4\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Benkelman Beam Test (Abbotsford)<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-9e5c885 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"9e5c885\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-ee7f192\" data-id=\"ee7f192\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0325b63 elementor-widget elementor-widget-video\" data-id=\"0325b63\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;video_type&quot;:&quot;hosted&quot;,&quot;autoplay&quot;:&quot;yes&quot;,&quot;play_on_mobile&quot;:&quot;yes&quot;,&quot;mute&quot;:&quot;yes&quot;,&quot;loop&quot;:&quot;yes&quot;}\" data-widget_type=\"video.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"e-hosted-video elementor-wrapper elementor-open-inline\">\n\t\t\t\t\t<video class=\"elementor-video\" src=\"https:\/\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/20221216_131834.mp4\" autoplay=\"\" loop=\"\" muted=\"muted\" playsinline=\"\" controlsList=\"nodownload\"><\/video>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-8a7065d\" data-id=\"8a7065d\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-f8f8cee elementor-widget elementor-widget-text-editor\" data-id=\"f8f8cee\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><b>1.Introduction<\/b><\/p>\n<p>This test procedure covers the determination of the rebound deflection of a pavement under a standard wheel load and tire pressure. The Benkelman (portable) Beam apparatus is a convenient, cost effective and accurate device used for measuring the deflection of flexible pavements under moving wheel loads. The beam is commonly used as a tool for evaluating compaction and moisture content in new construction projects.<br>The Benkelman Beam measuring process commences between the wheels of a stationary truck and records the latter half of the deflection bowl as the truck moves away. The full rebound of the pavement can be assessed from continuously reading the dial gauge after the truck has moved.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-085832b elementor-widget elementor-widget-image\" data-id=\"085832b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"740\" height=\"268\" src=\"https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam.jpg?fit=740%2C268&amp;ssl=1\" class=\"attachment-large size-large wp-image-2456\" alt=\"\" srcset=\"https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam.jpg?w=941&amp;ssl=1 941w, https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam.jpg?resize=300%2C109&amp;ssl=1 300w, https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam.jpg?resize=768%2C278&amp;ssl=1 768w, https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam.jpg?resize=18%2C7&amp;ssl=1 18w\" sizes=\"100vw\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-e6ac358 elementor-widget elementor-widget-image\" data-id=\"e6ac358\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"740\" height=\"319\" src=\"https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam-2.jpg?fit=740%2C319&amp;ssl=1\" class=\"attachment-large size-large wp-image-2457\" alt=\"\" srcset=\"https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam-2.jpg?w=878&amp;ssl=1 878w, https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam-2.jpg?resize=300%2C129&amp;ssl=1 300w, https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam-2.jpg?resize=768%2C332&amp;ssl=1 768w, https:\/\/i0.wp.com\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/Benkelman-Beam-2.jpg?resize=18%2C8&amp;ssl=1 18w\" sizes=\"100vw\" \/>\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c5f8c85 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c5f8c85\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-8ef1369\" data-id=\"8ef1369\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0c2de14 elementor-widget elementor-widget-text-editor\" data-id=\"0c2de14\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><strong>2.Field Review<\/strong><\/p><p>Evertek Engineering Ltd. (Evertek) has prepared this road assessment report of the Dormick Avenue East Bound Lane (EBL) &amp; Meadows Street South Bound Lanes (SBL) the roadways immediately to the north and east, respectively of the residential development located at 32166 Dormick Avenue in Abbotsford, BC. Based on the project information, it is our understanding that half road rehabilitation of the existing roadways is required as part of the residential development project on the property. The purposes of Evertek\u2019s field review were to observe the current surface conditions of the roadways and to provide geotechnical recommendations for re-paving. The combined subject section of the roads is approximately 70 metres (30 metres along Dormick Avenue and 40 metres along Meadows Street). It is understood that Dormick Avenue and Meadows Street are classified as \u201cUrban Local\u201d.<\/p><p>Our observations are summarized below:<\/p><ul><li>The Dormick Avenue (EBL) section is considered to be in fair condition (Photograph 1). No longitudinal cracking, transverse cracking or alligator cracking was observed<\/li><li>The Meadows Street (SBL) section is considered to be in fair condition (Photograph 2). No longitudinal cracking, transverse cracking or alligator cracking was observed<\/li><\/ul><p>To evaluate roadway subgrade conditions, a total of 7 individual rebound readings were obtained on Dormick Avenue. The corrected individual readings (with seasonal and temperature correction factors applied) ranged between 0.31 mm to 0.61 mm. The Maximum Probable Spring Rebound (MPSR) calculated by statistical analysis of the individual readings is 0.79 mm. According to the City of Abbotsford\u00a0<span style=\"color: var( --e-global-color-text ); font-family: var( --e-global-typography-text-font-family ), Sans-serif; font-size: var( --e-global-typography-text-font-size ); font-style: var( --e-global-typography-text-font-style ); font-weight: var( --e-global-typography-text-font-weight ); letter-spacing: var( --e-global-typography-text-letter-spacing ); text-transform: var( --e-global-typography-text-text-transform ); background-color: var( --e-global-color-c696dce );\">Bylaws, the maximum design deflection for an Urban Local Road is 1.50 mm.\u00a0<\/span><\/p><p><span style=\"background-color: var( --e-global-color-c696dce ); color: var( --e-global-color-text ); font-family: var( --e-global-typography-text-font-family ), Sans-serif; font-size: var( --e-global-typography-text-font-size ); font-style: var( --e-global-typography-text-font-style ); font-weight: bold; letter-spacing: var( --e-global-typography-text-letter-spacing ); text-transform: var( --e-global-typography-text-text-transform );\">3.Results<\/span><\/p><p>A total of 9 individual rebound readings were obtained on the Meadows Street SBL alignment. The corrected individual readings (with seasonal and temperature correction factors on\u00a0<span style=\"color: var( --e-global-color-text ); font-family: var( --e-global-typography-text-font-family ), Sans-serif; font-size: var( --e-global-typography-text-font-size ); font-style: var( --e-global-typography-text-font-style ); font-weight: var( --e-global-typography-text-font-weight ); letter-spacing: var( --e-global-typography-text-letter-spacing ); text-transform: var( --e-global-typography-text-text-transform ); background-color: var( --e-global-color-c696dce );\">applied) ranged between 0.35 mm to 1.03 mm.<\/span><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-445a8e8\" data-id=\"445a8e8\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-478e3f1 elementor-widget elementor-widget-video\" data-id=\"478e3f1\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;video_type&quot;:&quot;hosted&quot;,&quot;autoplay&quot;:&quot;yes&quot;,&quot;play_on_mobile&quot;:&quot;yes&quot;,&quot;mute&quot;:&quot;yes&quot;,&quot;loop&quot;:&quot;yes&quot;}\" data-widget_type=\"video.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"e-hosted-video elementor-wrapper elementor-open-inline\">\n\t\t\t\t\t<video class=\"elementor-video\" src=\"https:\/\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/20221216_131914.mp4\" autoplay=\"\" loop=\"\" muted=\"muted\" playsinline=\"\" controlsList=\"nodownload\"><\/video>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-b261909 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"b261909\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-eb2260a\" data-id=\"eb2260a\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-7b1d4d4 elementor-widget elementor-widget-text-editor\" data-id=\"7b1d4d4\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p><span style=\"color: var( --e-global-color-text ); font-family: var( --e-global-typography-text-font-family ), Sans-serif; font-size: var( --e-global-typography-text-font-size ); font-style: var( --e-global-typography-text-font-style ); font-weight: var( --e-global-typography-text-font-weight ); letter-spacing: var( --e-global-typography-text-letter-spacing ); text-transform: var( --e-global-typography-text-text-transform ); background-color: var( --e-global-color-c696dce );\">&nbsp;The Maximum Probable Spring Rebound (MPSR) calculated by statistical analysis of the individual readings is 1.16 mm. According to the City of Abbotsford Bylaws, the maximum design deflection for an Urban Local Road is 1.50 mm.<\/span><\/p>\n<p>Based on the results of Benkelman beam testing and our site observations, the MPSR at both road sections is considered adequate with respect to deflection. Thus, in our opinion both road segments would need minor rehabilitation. With regards to the rehabilitation works, Evertek recommends the<span style=\"color: var( --e-global-color-text ); font-family: var( --e-global-typography-text-font-family ), Sans-serif; font-size: var( --e-global-typography-text-font-size ); font-style: var( --e-global-typography-text-font-style ); font-weight: var( --e-global-typography-text-font-weight ); letter-spacing: var( --e-global-typography-text-letter-spacing ); text-transform: var( --e-global-typography-text-text-transform ); background-color: var( --e-global-color-c696dce );\">&nbsp;following:<\/span><\/p>\n<p>1.Given the current asphalt surface conditions, milling of the existing asphalt upper course and re-paving may be considered to be a suitable rehabilitation. The base and subbase materials may remain.<span style=\"color: var( --e-global-color-text ); font-family: var( --e-global-typography-text-font-family ), Sans-serif; font-size: var( --e-global-typography-text-font-size ); font-style: var( --e-global-typography-text-font-style ); font-weight: var( --e-global-typography-text-font-weight ); letter-spacing: var( --e-global-typography-text-letter-spacing ); text-transform: var( --e-global-typography-text-text-transform ); background-color: var( --e-global-color-c696dce );\"><br><\/span><\/p>\n<p><\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-be626d1\" data-id=\"be626d1\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d8fa92d elementor-widget elementor-widget-text-editor\" data-id=\"d8fa92d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>\u00a0<\/p><p><span style=\"color: var( --e-global-color-text ); font-family: var( --e-global-typography-text-font-family ), Sans-serif; font-size: var( --e-global-typography-text-font-size ); font-style: var( --e-global-typography-text-font-style ); font-weight: var( --e-global-typography-text-font-weight ); letter-spacing: var( --e-global-typography-text-letter-spacing ); text-transform: var( --e-global-typography-text-text-transform ); background-color: var( --e-global-color-c696dce );\">2.The asphalt should be laid in two separate lifts (76 mm thickness total). The asphalt should be compacted to at least 97 percent of the Marshall mix design bulk density.<\/span><\/p><p>Refs:<\/p><p>[1]https:\/\/roads-waterways.transport.nsw.gov.au\/business-industry\/partners-suppliers\/documents\/test-methods\/deflection-testing-of-earthworks-and-pavement-layers.pdf<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-6991c06 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"6991c06\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-4a537e2\" data-id=\"4a537e2\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-1a444fe elementor-widget elementor-widget-heading\" data-id=\"1a444fe\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Results<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-eb3cb82 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"eb3cb82\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-23c845a\" data-id=\"23c845a\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-fa68d0d elementor--h-position-center elementor--v-position-middle elementor-arrows-position-inside elementor-pagination-position-inside elementor-widget elementor-widget-slides\" data-id=\"fa68d0d\" data-element_type=\"widget\" data-e-type=\"widget\" data-settings=\"{&quot;navigation&quot;:&quot;both&quot;,&quot;autoplay&quot;:&quot;yes&quot;,&quot;pause_on_hover&quot;:&quot;yes&quot;,&quot;pause_on_interaction&quot;:&quot;yes&quot;,&quot;autoplay_speed&quot;:5000,&quot;infinite&quot;:&quot;yes&quot;,&quot;transition&quot;:&quot;slide&quot;,&quot;transition_speed&quot;:500}\" data-widget_type=\"slides.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<div class=\"elementor-swiper\">\n\t\t\t<div class=\"elementor-slides-wrapper elementor-main-swiper swiper-container\" dir=\"ltr\" data-animation=\"fadeInUp\">\n\t\t\t\t<div class=\"swiper-wrapper elementor-slides\">\n\t\t\t\t\t\t\t\t\t\t<div class=\"elementor-repeater-item-c7fcadc swiper-slide\"><div class=\"swiper-slide-bg\" role=\"img\"><\/div><div class=\"swiper-slide-inner\" ><div class=\"swiper-slide-contents\"><\/div><\/div><\/div><div class=\"elementor-repeater-item-6a496ca swiper-slide\"><div class=\"swiper-slide-bg\" role=\"img\"><\/div><div class=\"swiper-slide-inner\" ><div class=\"swiper-slide-contents\"><\/div><\/div><\/div><div class=\"elementor-repeater-item-3063d33 swiper-slide\"><div class=\"swiper-slide-bg\" role=\"img\"><\/div><div class=\"swiper-slide-inner\" ><div class=\"swiper-slide-contents\"><\/div><\/div><\/div><div class=\"elementor-repeater-item-2b68df0 swiper-slide\"><div class=\"swiper-slide-bg\" role=\"img\"><\/div><div class=\"swiper-slide-inner\" ><div class=\"swiper-slide-contents\"><\/div><\/div><\/div>\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<div class=\"swiper-pagination\"><\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<div class=\"elementor-swiper-button elementor-swiper-button-prev\" role=\"button\" tabindex=\"0\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"eicon-chevron-left\"><\/i>\t\t\t\t\t\t\t<span class=\"elementor-screen-only\">Previous slide<\/span>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<div class=\"elementor-swiper-button elementor-swiper-button-next\" role=\"button\" tabindex=\"0\">\n\t\t\t\t\t\t\t<i aria-hidden=\"true\" class=\"eicon-chevron-right\"><\/i>\t\t\t\t\t\t\t<span class=\"elementor-screen-only\">Next slide<\/span>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Benkelman Beam Test (Abbotsford) https:\/\/evertekconsultants.com\/wp-content\/uploads\/2023\/01\/20221216_131834.mp4 1.Introduction This test procedure covers the determination of the rebound deflection of a pavement under a standard wheel load and tire pressure. The Benkelman (portable) Beam apparatus is a convenient, cost effective and accurate device used for measuring the deflection of flexible pavements under moving wheel loads. 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