{"id":1972,"date":"2025-09-03T22:10:53","date_gmt":"2025-09-03T21:10:53","guid":{"rendered":"https:\/\/dhwnews.com\/?p=1972"},"modified":"2025-09-03T23:22:43","modified_gmt":"2025-09-03T22:22:43","slug":"the-myrke-footbridge-michaels-bridge-number-19","status":"publish","type":"post","link":"https:\/\/dhwnews.com\/?p=1972","title":{"rendered":"The Myrke Footbridge (Michael&#8217;s Bridge) Number 19"},"content":{"rendered":"<p>Today (3\/9\/2025) I submitted a Member Question for the next RBWM Council Meeting scheduled for 23\/9\/2025).\u00a0 The question relates to <span style=\"color: #ff0000;\"><strong>who is responsible for the structure<\/strong><\/span>.\u00a0 \u00a0The reason I ask is because I am not satisfied that the inspection and maintenance of this structure is adequate &#8211; consequently I need to know who is responsible.\u00a0 The story goes like this: This is the Myrke footbridge (Number 19) also known as Michael&#8217;s bridge.\u00a0 On 30\/6\/2025 I visited the timber structure for the first time this year.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1988\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-200x300.jpg\" alt=\"\" width=\"200\" height=\"300\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-200x300.jpg 200w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-683x1024.jpg 683w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-768x1152.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-1024x1536.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-1365x2048.jpg 1365w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-300x450.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-850x1275.jpg 850w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8432-1-scaled.jpg 1707w\" sizes=\"auto, (max-width: 200px) 100vw, 200px\" \/><\/p>\n<p>It is impossible to view the sides and underside of the structure due to overgrown shrubbery.\u00a0 A boat, drone and cherry-picker may be helpful.\u00a0 \u00a0The Myrke footbridge (number 19) over the Jubilee River is located here.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1976\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8417-300x200.jpg\" alt=\"\" width=\"300\" height=\"200\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8417-300x200.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8417-1024x683.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8417-768x512.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8417-1536x1024.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8417-2048x1365.jpg 2048w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8417-850x567.jpg 850w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>Renamed Michael&#8217;s Bridge after a 2015 tragedy<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1978\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8420-300x200.jpg\" alt=\"\" width=\"300\" height=\"200\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8420-300x200.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8420-1024x683.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8420-768x512.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8420-1536x1024.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8420-2048x1365.jpg 2048w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8420-850x567.jpg 850w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>The decking needs some attention<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1977\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8418-300x200.jpg\" alt=\"\" width=\"300\" height=\"200\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8418-300x200.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8418-1024x683.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8418-768x512.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8418-1536x1024.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8418-2048x1365.jpg 2048w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8418-850x567.jpg 850w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>The construction of the Myrke footbridge differs slightly from the failed Berry Hill, Ashford Lane and Black Potts timber footbridges.\u00a0 Firstly there are four adjustable stainless steel suspension rods on each of two timber towers.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1979\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-200x300.jpg\" alt=\"\" width=\"200\" height=\"300\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-200x300.jpg 200w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-683x1024.jpg 683w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-768x1152.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-1024x1536.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-1365x2048.jpg 1365w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-300x450.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-850x1275.jpg 850w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8423-scaled.jpg 1707w\" sizes=\"auto, (max-width: 200px) 100vw, 200px\" \/><\/p>\n<p>It should be noted that the vertical timbers on the towers are separating &#8211; the light is clearly visible between the timbers.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1974\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-200x300.jpg\" alt=\"\" width=\"200\" height=\"300\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-200x300.jpg 200w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-683x1024.jpg 683w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-768x1152.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-1024x1536.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-1365x2048.jpg 1365w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-300x450.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-850x1275.jpg 850w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8429-scaled.jpg 1707w\" sizes=\"auto, (max-width: 200px) 100vw, 200px\" \/><\/p>\n<p>This is a better view of the gap between the individual tower timbers.\u00a0 The horizontal fastenings are clearly visible through the gap.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1973\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-200x300.jpg\" alt=\"\" width=\"200\" height=\"300\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-200x300.jpg 200w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-683x1024.jpg 683w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-768x1152.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-1024x1536.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-1365x2048.jpg 1365w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-300x450.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-850x1275.jpg 850w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8425-scaled.jpg 1707w\" sizes=\"auto, (max-width: 200px) 100vw, 200px\" \/><\/p>\n<p>The horizontal fastenings appear to be a series of metal rods with painted ends (probably stainless steel and approximately 20mm in diameter) hammered into stopped holes in the timber.\u00a0 These fastenings may be capable of resisting shear forces but are unable to resist tension thus allowing the separation of the timbers over time.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1980\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-200x300.jpg\" alt=\"\" width=\"200\" height=\"300\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-200x300.jpg 200w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-683x1024.jpg 683w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-768x1152.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-1024x1536.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-1365x2048.jpg 1365w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-300x450.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-850x1275.jpg 850w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8424-scaled.jpg 1707w\" sizes=\"auto, (max-width: 200px) 100vw, 200px\" \/><\/p>\n<p>Two views of the fastenings that connect the vertical timbers to create the towers are shown below.\u00a0 Note the embedded steel plates (two red vertical lines) and the 64 small (probably 10mm diameter stainless steel rods) used as fasteners.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1986\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-200x300.jpg\" alt=\"\" width=\"200\" height=\"300\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-200x300.jpg 200w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-683x1024.jpg 683w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-768x1152.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-1024x1536.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-1365x2048.jpg 1365w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-300x450.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-850x1275.jpg 850w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8442-scaled.jpg 1707w\" sizes=\"auto, (max-width: 200px) 100vw, 200px\" \/> <img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1987\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-200x300.jpg\" alt=\"\" width=\"200\" height=\"300\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-200x300.jpg 200w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-683x1024.jpg 683w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-768x1152.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-1024x1536.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-1365x2048.jpg 1365w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-300x450.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-850x1275.jpg 850w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8444-scaled.jpg 1707w\" sizes=\"auto, (max-width: 200px) 100vw, 200px\" \/><\/p>\n<p>Secondly &#8211; the two main supporting beams on the underside of the decking are of laminated construction.\u00a0 I was unable to get any closer due to the shrubbery. I would not be surprised to find significant longitudinal cracking and also that the ends of these beams had rotted in a similar manner to the other bridges.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1989\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8433-300x200.jpg\" alt=\"\" width=\"300\" height=\"200\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8433-300x200.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8433-1024x683.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8433-768x512.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8433-1536x1024.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8433-2048x1365.jpg 2048w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8433-850x567.jpg 850w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>It also appears that some structural strengthening has already been implemented on the diagonal crossmembers.\u00a0 Look closely and you will see overlaid timbers bolted into position<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-1991\" src=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8440-a-300x238.jpg\" alt=\"\" width=\"300\" height=\"238\" srcset=\"https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8440-a-300x238.jpg 300w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8440-a-1024x814.jpg 1024w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8440-a-768x610.jpg 768w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8440-a-1536x1221.jpg 1536w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8440-a-850x676.jpg 850w, https:\/\/dhwnews.com\/wp-content\/uploads\/2025\/06\/IMG_8440-a.jpg 1759w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>In conclusion &#8211; I requested an AI assessment of the multiple local timber footbridge issues.\u00a0 The answer is as follows:<\/p>\n<h2 class=\"text-xl font-bold text-text-100 mt-1 -mb-0.5\"><span style=\"color: #ff0000;\">Common Failing Pattern<\/span><\/h2>\n<p class=\"whitespace-normal break-words\">These bridges share a pattern where they were built as cost-effective timber solutions (Temple in 1989, Berry Hill around the same era) but have systematically failed after 30-35 years rather than their intended 50+ year lifespan. The combination of river environment exposure, inadequate preservation treatment, and insufficient maintenance budgets has created a recurring infrastructure crisis requiring expensive emergency closures and replacements.<\/p>\n<p class=\"whitespace-normal break-words\"><span style=\"color: #ff0000;\"><strong>The fundamental issue appears to be that the initial cost savings of timber construction are offset by shortened operational life and high replacement costs, making them poor long-term value compared to more durable materials.<\/strong><\/span><\/p>\n<hr \/>\n<p>(Below &#8211; added 28\/7\/2025)<\/p>\n<p><span style=\"color: #ff0000;\"><strong>When is a Timber footbridge Inspection Report not what it seems to be?\u00a0 ANSWER &#8211; When you read it!<\/strong><\/span><\/p>\n<div class=\"x_elementToProof\" data-olk-copy-source=\"MessageBody\">Thank you for the copy of the Myrke Footbridge Superficial Inspection report dated 2024.<\/div>\n<div class=\"x_elementToProof\"><\/div>\n<div class=\"x_elementToProof\">In my opinion the word &#8216;superficial&#8217; clearly identifies the numerous shortcomings in this report.<\/div>\n<div class=\"x_elementToProof\"><\/div>\n<div class=\"x_elementToProof\">I do think there is adequate and compelling evidence\u00a0 (see below) available<span style=\"color: #ff0000;\"><strong> to justify the need for a t<\/strong><b>horough and complete Inspection Report as a matter of urgency.<\/b><\/span>\u00a0 If the structural integrity of this footbridge is found to be satisfactory &#8211; then we should consider ourselves to be lucky this time.\u00a0 <span style=\"color: #ff0000;\"><strong>There is still the issue of &#8216;who pays&#8217;?<\/strong><\/span><\/div>\n<div class=\"x_elementToProof\"><\/div>\n<div class=\"x_elementToProof\">Timber footbridge listing:\u00a0 Temple, Berry Hill, Ashford Lane, The Myrke, Black Potts and others still to be identified.<\/div>\n<div class=\"x_elementToProof\"><\/div>\n<div class=\"x_elementToProof\">Berry Hill is open only because it has a new metal central span.\u00a0 Temple and Black Potts are both closed and Ashford Lane has collapsed.\u00a0 This is a sad story but with a long way still to run.<\/div>\n<p>END<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Today (3\/9\/2025) I submitted a Member Question for the next RBWM Council Meeting scheduled for 23\/9\/2025).\u00a0 The question relates to who is responsible for the structure.\u00a0 \u00a0The reason I ask is because&#8230;<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_jetpack_memberships_contains_paid_content":false,"footnotes":""},"categories":[1],"tags":[173,159,201,178,177],"class_list":["post-1972","post","type-post","status-publish","format-standard","hentry","category-uncategorized","tag-ashford-lane-footbridge","tag-black-potts-footbridge","tag-footbridge-inspection-report","tag-michaels-bridge","tag-the-myrke-footbridge"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - 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