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	<title>Dan Brown and Associates, PC &#187; Foundation Engineering</title>
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	<link>http://danbrownandassociates.com</link>
	<description>Specialists in Deep Foundation Design, Construction, and Testing and Slope Stability Problems</description>
	<lastBuildDate>Mon, 14 May 2012 12:20:00 +0000</lastBuildDate>
	<language>en</language>
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		<title>Girders go in at Hastings</title>
		<link>http://danbrownandassociates.com/archives/2270</link>
		<comments>http://danbrownandassociates.com/archives/2270#comments</comments>
		<pubDate>Fri, 11 May 2012 18:06:21 +0000</pubDate>
		<dc:creator>David Graham</dc:creator>
				<category><![CDATA[Bridge Foundations]]></category>
		<category><![CDATA[Drilled Shafts]]></category>
		<category><![CDATA[Driven Piles]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Site updates]]></category>
		<category><![CDATA[Bridge Construction]]></category>
		<category><![CDATA[Bridge Girders]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Hastings Minnesota]]></category>
		<category><![CDATA[MnDOT]]></category>

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		<description><![CDATA[<p></p> <p>photo by Jim Adams of the Minneapolis Star Tribune</p> <p>Massive prestressed concrete girders, some of them setting a record for the longest concrete girders used on a Minnesota bridge, have been set at the New Hastings Bridge, currently under construction in Hastings, Minnesota.  The largest girders are 174 feet long, 8 feet tall, <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/2270">Girders go in at Hastings</a></span>]]></description>
			<content:encoded><![CDATA[<p><em><span style="font-size: xx-small;"><img class="colorbox-2270"  style="display: block; float: none; margin-left: auto; margin-right: auto;" src="http://danbrownandassociates.com/wp-content/uploads/2012/05/Star-Tribune-2012.jpg" alt="" width="424" height="256" /></span></em></p>
<p><em><span style="font-size: xx-small;">photo by <a href="http://www.startribune.com/bios/10644311.html">Jim Adams</a> of the <a href="http://www.startribune.com/">Minneapolis Star Tribune</a></span></em></p>
<p>Massive prestressed concrete girders, some of them setting a record for the longest concrete girders used on a Minnesota bridge, have been set at the New Hastings Bridge, currently under construction in Hastings, Minnesota.  The largest girders are 174 feet long, 8 feet tall, and weigh 108 tons!  There is a video of one of these huge beams being delivered on a 16 axle truck, below.  An article from the December 2011 issue of <a href="http://www.concreteproducts.com/"><em>Concrete Products</em></a> magazine about the girders can be found <a href="http://www.dot.state.mn.us/hastingsbridge/pdf/Cretex.pdf">here</a>.  To date, all of the girders between the north abutment and main span have been placed.  Crews are preparing piers 5 and 6 for the main span steel arches, which are scheduled to be floated in by barge and lifted into place late this year.  MnDOT has two <a href="http://www.dot.state.mn.us/hastingsbridge/webcam2.html">web cams</a> where  the bridge construction and the arch construction can be viewed. The <em>Minneapolis Star Tribune</em> has also been following the construction.  Their latest article, which hails the bridge as “a monumental marvel,” can be found <a href="http://www.startribune.com/local/south/150238505.html">here</a>.</p>
<p><a href="http://danbrownandassociates.com/?s=hastings&amp;submit.x=0&amp;submit.y=0">Click here for more information on our website about the New Hastings Bridge</a></p>
<p><a href="http://www.dot.state.mn.us/hastingsbridge/">Click here for MnDOT’s project page</a></p>
<p><iframe src="http://www.youtube.com/embed/mydHHyyUukE" frameborder="0" width="420" height="315"></iframe></p>
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		<title>Papers from ADSC EXPO 2012&#8211;Drilled Shafts and Other Drilled Foundations</title>
		<link>http://danbrownandassociates.com/archives/2250</link>
		<comments>http://danbrownandassociates.com/archives/2250#comments</comments>
		<pubDate>Mon, 07 May 2012 14:30:57 +0000</pubDate>
		<dc:creator>Robert Thompson</dc:creator>
				<category><![CDATA[Bridge Foundations]]></category>
		<category><![CDATA[Drilled Shafts]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Micropiles]]></category>
		<category><![CDATA[ADSC]]></category>
		<category><![CDATA[ADSC EXPO 2012]]></category>
		<category><![CDATA[Drilled Foundations]]></category>
		<category><![CDATA[Drilled Shaft Construction]]></category>
		<category><![CDATA[Foundation Construction]]></category>
		<category><![CDATA[Foundation Engineering]]></category>

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		<description><![CDATA[<p align="center">ADSC EXPO 2012, San Antonio, Texas</p> <p></p> <p>There were several of us presenting at the ADSC EXPO 2012 in mid-March: Dan, Erik, Robert and Tim. The EXPO is always a great event (occurs every 3 years) where equipment manufacturers and dealers bring out all of the big equipment (as Dr. Dave Elton at <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/2250">Papers from ADSC EXPO 2012&#8211;Drilled Shafts and Other Drilled Foundations</a></span>]]></description>
			<content:encoded><![CDATA[<p align="center"><font size="4"><strong>ADSC EXPO 2012, San Antonio, Texas</strong></font></p>
<p><a href="http://danbrownandassociates.com/wp-content/uploads/2012/05/2012-ADSC-EXPO-Technical-Conference-2.png"><img class="colorbox-2250"  style="background-image: none; border-right-width: 0px; padding-left: 0px; padding-right: 0px; display: block; float: none; border-top-width: 0px; border-bottom-width: 0px; margin-left: auto; border-left-width: 0px; margin-right: auto; padding-top: 0px" title="2012-ADSC-EXPO-Technical-Conference-[2]" border="0" alt="2012-ADSC-EXPO-Technical-Conference-[2]" src="http://danbrownandassociates.com/wp-content/uploads/2012/05/2012-ADSC-EXPO-Technical-Conference-2_thumb.png" width="203" height="244" /></a></p>
<p>There were several of us presenting at the ADSC EXPO 2012 in mid-March: Dan, Erik, Robert and Tim. The EXPO is always a great event (occurs every 3 years) where equipment manufacturers and dealers bring out all of the big equipment (as Dr. Dave Elton at Auburn has been known to say: “It’s a classic case of big boys and big toys!”).&#160; It is a lot of fun to be able to walk through a large show of equipment and tooling that is all clean and painted – you can see what it is all supposed to look like!&#160; As an engineer, you can learn a lot about the latest tools, equipment capabilities, and the like from the sales and manufacturing reps.&#160; The <a href="http://www.adsc-iafd.com/" target="_blank">ADSC</a> always does a great job putting this event on, and this year’s venue a the J.W. Marriott Hill Country Resort outside San Antonio was fantastic.</p>
<p>Dan and Robert both had papers included in the proceedings. Links to the papers are below.&#160; Erik and Tim had presentations along with those that Dan and Robert gave on their papers.&#160; Links to the presentations are on our <a href="http://danbrownandassociates.com/presentations">Presentations page</a>.</p>
<p><a href="http://danbrownandassociates.com/wp-content/uploads/2012/05/Factors-Affecting-the-Selection-and-Use-of-Drilled-Shafts-for-Transportation-Infrastructure-Projects_DBrown_2012-ADSC-EXPO.pdf">Brown, D.A. (2012). &quot;Factors Affecting the Selection and Use of Drilled Shafts for Transportation Infrastructure Projects&quot;, ADSC EXPO 2012 Geo-Construction Conference Proceedings, March 14-17, 2012, San Antonio, TX, pp25-35.</a></p>
<p><a href="http://danbrownandassociates.com/wp-content/uploads/2012/05/Factors-Affecting-the-Selection-and-Use-of-Drilled-Shafts-for-Transportation-Infrastructure-Projects_DBrown_2012-ADSC-EXPO.pdf">Thompson, W.R. (2012). &quot;ADSC Research Project Update: Rock Sockets in the Southeastern U.S&quot;, ADSC EXPO 2012 Geo-Construction Conference Proceedings, March 14-17, 2012, San Antonio, TX, pp103-117.</a></p>
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		<title>Audubon Bridge Officially Complete!</title>
		<link>http://danbrownandassociates.com/archives/2143</link>
		<comments>http://danbrownandassociates.com/archives/2143#comments</comments>
		<pubDate>Fri, 09 Mar 2012 17:48:04 +0000</pubDate>
		<dc:creator>Robert Thompson</dc:creator>
				<category><![CDATA[Bridge Foundations]]></category>
		<category><![CDATA[Drilled Shafts]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Audubon Bridge]]></category>
		<category><![CDATA[Bridge Construction]]></category>
		<category><![CDATA[ENR]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Geotechnical Engineering]]></category>

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		<description><![CDATA[<p></p> <p>Photo Credit: enr.construction.com</p> <p>The John James Audubon Bridge between New Roads and St. Francisville, Louisiana was officially completed February 27, 2012.&#160; The bridge was opened to traffic in May of last year, but was declared officially completed last month.&#160; This bridge has a special spot in the heart of DBA as it was <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/2143">Audubon Bridge Officially Complete!</a></span>]]></description>
			<content:encoded><![CDATA[<p><a href="http://danbrownandassociates.com/wp-content/uploads/2012/03/image.png"><img class="colorbox-2143"  style="background-image: none; border-right-width: 0px; margin: 0px; padding-left: 0px; padding-right: 0px; display: inline; border-top-width: 0px; border-bottom-width: 0px; border-left-width: 0px; padding-top: 0px" title="image" border="0" alt="image" src="http://danbrownandassociates.com/wp-content/uploads/2012/03/image_thumb.png" width="244" height="184" /></a></p>
<p>Photo Credit: enr.construction.com</p>
<p>The <a href="http://www.timedla.com/bridge/audubon/overview/" target="_blank">John James Audubon Bridge</a> between New Roads and St. Francisville, Louisiana was officially completed February 27, 2012.&#160; The bridge was opened to traffic in May of last year, but was declared officially completed last month.&#160; This bridge has a special spot in the heart of DBA as it was one of the early large bridges we worked on as a company.&#160; Steve and Dan poured their energy and expertise into the project starting in spring of 2006, all the way to completion of the last foundations in 2010.&#160; Steve spent a good part of his life on site during foundation construction.&#160; I spent a fair amount of time there myself helping Steve cover things now and then, including observing the soil borings for the main tower piers during the design.&#160; </p>
<p>The JJA (as we like to call it) was the subject of <a href="http://danbrownandassociates.com/archives/58">one of my early posts</a> when we started this blog in early 2006.&#160; You can scroll through the <a href="http://danbrownandassociates.com/page/3?s=Audubon&amp;submit_x=0&amp;submit_y=0">many posts</a> made during our work on the project <a href="http://danbrownandassociates.com/page/3?s=Audubon&amp;submit_x=0&amp;submit_y=0">here</a>, starting with the <a href="http://danbrownandassociates.com/archives/66">soil boring program</a>. </p>
<p>From the press release posted on the <a href="http://www.timedla.com/bridge/audubon/overview/" target="_blank">TIMED Audubon Bridge</a> site: </p>
<blockquote><p>Construction on the John James Audubon Bridge has officially come to a close. The new Mississippi River crossing is the longest cable-stayed bridge in the Western Hemisphere, with a 1,583’ main span. Located in south-central Louisiana, the Audubon Bridge connects West Feliciana Parish with Pointe Coupee Parish and is the only bridge between Baton Rouge and Natchez, Mississippi. Construction on the $409 million project began in 2006 and continued when the bridge was opened in May 2011 due to high water levels closing the St. Francisville Ferry sooner than expected.</p>
<p>&quot;Although the Audubon Bridge has been open to traffic for nine months, it’s with a great sense of accomplishment that we are announcing the end of construction on this beautiful structure,&quot; said Department of Transportation and Development Secretary Sherri H. LeBas, P.E. &quot;The completion of this bridge opens economic development in south-central Louisiana and will be a source of regional, statewide, and national pride.&quot;</p>
</blockquote>
<p>Dan ran across <a href="http://enr.construction.com/opinions/blogs/bergeron.asp?plckController=Blog&amp;plckBlogPage=BlogViewPost&amp;newspaperUserId=dea82cb1-b2f7-406d-8ef4-51b89f2053c9&amp;plckPostId=Blog%3adea82cb1-b2f7-406d-8ef4-51b89f2053c9Post%3a1ee603d1-f68d-4232-b72d-86e89ee861c9&amp;plckScript=blogScript&amp;plckElementId=blogDest" target="_blank">this blog entry from Angelle Bergeron</a>, a freelance writer in New Orleans writing as the New Orleans correspondent for <a href="http://enr.construction.com" target="_blank">Engineering News-Record</a>.&#160; Check it out.</p>
<p>Personally, I look forward to making a trip through the area and getting to cross this beautiful structure.&#160; Hats off to Audubon Bridge Constructors, a joint venture of <a href="http://www.flatironcorp.com/">Flatiron Construction</a>, <a href="http://www.graniteconstruction.com/">Granite Construction</a> and <a href="http://www.parsons.com/about/bus_unit/gbu/transprt/default.asp">Parsons Transportation Group</a>, for a job well done!</p>
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		<title>Visit to Bond Bridge (kcICON Project) in KC</title>
		<link>http://danbrownandassociates.com/archives/2134</link>
		<comments>http://danbrownandassociates.com/archives/2134#comments</comments>
		<pubDate>Tue, 28 Feb 2012 19:00:16 +0000</pubDate>
		<dc:creator>Robert Thompson</dc:creator>
				<category><![CDATA[Bridge Foundations]]></category>
		<category><![CDATA[Deep Foundations]]></category>
		<category><![CDATA[Foundation Construction]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[kcICON]]></category>

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		<description><![CDATA[<p>I was finally able to make my first visit to the Bond Bridge in Kansas City since it was completed.&#160; It is a very beautiful bridge that fits well into the approach to Kansas City from the north.&#160; As foundation engineers, we don’t always get a convenient opportunity visit the large bridge structures we <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/2134">Visit to Bond Bridge (kcICON Project) in KC</a></span>]]></description>
			<content:encoded><![CDATA[<p>I was finally able to make my first visit to the Bond Bridge in Kansas City since it was completed.&#160; It is a very beautiful bridge that fits well into the approach to Kansas City from the north.&#160; As foundation engineers, we don’t always get a convenient opportunity visit the large bridge structures we work on since our work is usually completed very early in the overall schedule.&#160; We are often too involved in other projects by the time a bridge is finished on which we were the foundation/geotechnical engineer.&#160; So, it was a personal pleasure to make a visit and drive over the bridge when John Turner and I flew into Kansas City on our way to Topeka to present the NHI Drilled Shaft Course earlier this month.&#160; Although it was a cloudy and cold day, I think the few photos I took with my phone (camera battery was dead!) turned out good.&#160; Mouse over each for a caption.&#160; Enjoy!</p>
<p><a href="http://danbrownandassociates.com/wp-content/uploads/2012/02/2012-02-20-15.58.54_S.jpg"><img class="colorbox-2134"  style="background-image: none; border-right-width: 0px; padding-left: 0px; padding-right: 0px; display: inline; border-top-width: 0px; border-bottom-width: 0px; border-left-width: 0px; padding-top: 0px" title="Bond Bridge in Kansas City - View from south bank, looking downstream" border="0" alt="Bond Bridge in Kansas City - View from south bank, looking downstream" src="http://danbrownandassociates.com/wp-content/uploads/2012/02/2012-02-20-15.58.54_S_thumb.jpg" width="244" height="184" /></a>&#160;&#160;&#160; <a href="http://danbrownandassociates.com/wp-content/uploads/2012/02/2012-02-20-16.04.12_S.jpg"><img class="colorbox-2134"  style="background-image: none; border-right-width: 0px; padding-left: 0px; padding-right: 0px; display: inline; border-top-width: 0px; border-bottom-width: 0px; border-left-width: 0px; padding-top: 0px" title="Bond Bridge - looking north from near south abutment" border="0" alt="Bond Bridge - looking north from near south abutment" src="http://danbrownandassociates.com/wp-content/uploads/2012/02/2012-02-20-16.04.12_S_thumb.jpg" width="244" height="184" /></a>&#160;&#160; <a href="http://danbrownandassociates.com/wp-content/uploads/2012/02/2012-02-20-16.03.49_S.jpg"><img class="colorbox-2134"  style="background-image: none; border-right-width: 0px; padding-left: 0px; padding-right: 0px; display: inline; border-top-width: 0px; border-bottom-width: 0px; border-left-width: 0px; padding-top: 0px" title="Looking upstream on the Missouri River - Railroad truss bridge in distance" border="0" alt="Looking upstream on the Missouri River - Railroad truss bridge in distance" src="http://danbrownandassociates.com/wp-content/uploads/2012/02/2012-02-20-16.03.49_S_thumb.jpg" width="244" height="184" /></a></p>
<p><a href="http://danbrownandassociates.com/?s=kcicon&amp;submit.x=0&amp;submit.y=0">Click here for previous posts on this bridge.</a></p>
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		<title>I-70 Mississippi River Bridge&#8211;News and Webcams!</title>
		<link>http://danbrownandassociates.com/archives/1940</link>
		<comments>http://danbrownandassociates.com/archives/1940#comments</comments>
		<pubDate>Tue, 14 Feb 2012 03:36:08 +0000</pubDate>
		<dc:creator>Robert Thompson</dc:creator>
				<category><![CDATA[Bridge Foundations]]></category>
		<category><![CDATA[Drilled Shafts]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Deep Foundations]]></category>
		<category><![CDATA[Drilled Shaft Construction]]></category>
		<category><![CDATA[Foundation Construction]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[Mississippi River Bridge]]></category>
		<category><![CDATA[MoDOT]]></category>
		<category><![CDATA[St. Louis]]></category>

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		<description><![CDATA[<p></p> <p>The new I-70 Mississippi River Bridge in St. Louis, Missouri is moving along and getting noticed in the news.&#160; Here are a couple of (somewhat) recent articles:</p> <p>The Republic (Columbus, Indiana) (01/29/2012)</p> <p>St. Louis Business Journal (01/10/2012)</p> <p>KMOX CBS (12/28/2011)</p> <p>The New Mississippi River Bridge Project page maintained by MoDOT has links to <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/1940">I-70 Mississippi River Bridge&#8211;News and Webcams!</a></span>]]></description>
			<content:encoded><![CDATA[<p><a href="http://danbrownandassociates.com/wp-content/uploads/2012/02/2012-01-05mrbtowers-jan12-10.jpg"><img class="colorbox-1940"  style="background-image: none; border-right-width: 0px; margin: 0px auto 5px; padding-left: 0px; padding-right: 0px; display: block; float: none; border-top-width: 0px; border-bottom-width: 0px; border-left-width: 0px; padding-top: 0px" title="2012-01-05mrbtowers-jan12-10" border="0" alt="2012-01-05mrbtowers-jan12-10" src="http://danbrownandassociates.com/wp-content/uploads/2012/02/2012-01-05mrbtowers-jan12-10_thumb.jpg" width="306" height="243" /></a></p>
<p>The new <a href="http://www.newriverbridge.org/index.html" target="_blank">I-70 Mississippi River Bridge</a> in St. Louis, Missouri is moving along and getting noticed in the news.&#160; Here are a couple of (somewhat) recent articles:</p>
<p><a href="http://www.therepublic.com/view/story/5f2c3a705d864baebe0b53769d780a54/MO--Mississippi-River-Bridge/">The Republic (Columbus, Indiana) (01/29/2012)</a></p>
<p><a href="http://www.bizjournals.com/stlouis/news/2012/01/10/mississippi-river-bridge-reaches-200.html" target="_blank">St. Louis Business Journal (01/10/2012)</a></p>
<p><a href="http://stlouis.cbslocal.com/2011/12/28/towers-to-soar-above-the-mississippi-in-2012/" target="_blank">KMOX CBS (12/28/2011)</a></p>
<p><a href="http://www.newriverbridge.org/index.html" target="_blank">The New Mississippi River Bridge Project</a> page maintained by <a href="http://modot.mo.gov/" target="_blank">MoDOT</a> has links to all that is happening on the project.</p>
<p>You can get real-time updates of the construction from <a href="http://oxblue.com/pro/open/modot/mrbp" target="_blank">three web-cams at this link</a>.&#160; As I type today, the site is covered in snow.&#160; Very beautiful, unless you are trying to build a bridge on time!</p>
<p>The project page also has <a href="http://www.newriverbridge.org/newsroom-gallery.html" target="_blank">photo galleries</a> and other neat stuff.</p>
<p>stltoday.com has <a href="http://stltoday.mycapture.com/mycapture/folder.asp?event=1380855&amp;CategoryID=38578" target="_blank">some albums</a> with good photos, <a href="http://stltoday.mycapture.com/mycapture/enlarge.asp?image=39355987&amp;event=1380855&amp;CategoryID=38578" target="_blank">including this one</a>.</p>
<p>Previous posts on this bridge project are <a href="http://danbrownandassociates.com/?s=I-70&amp;submit.x=0&amp;submit.y=0">here</a>, including the <a href="http://danbrownandassociates.com/archives/1079">world record O-Cell test</a>!</p>
<p><font size="1"><em>Photo Credit: MoDOT (</em></font><a title="http://www.newriverbridge.org/img/galleries/year2012/010612/2012-01-05mrbtowers-jan12-10.JPG" href="http://www.newriverbridge.org/img/galleries/year2012/010612/2012-01-05mrbtowers-jan12-10.JPG"><font size="1"><em>http://www.newriverbridge.org/img/galleries/year2012/010612/2012-01-05mrbtowers-jan12-10.JPG</em></font></a><font size="1"><em>)</em></font></p>
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		<title>DBA at DFI 36th Annual Meeting&#8211;Photos and Links</title>
		<link>http://danbrownandassociates.com/archives/1849</link>
		<comments>http://danbrownandassociates.com/archives/1849#comments</comments>
		<pubDate>Thu, 17 Nov 2011 14:57:46 +0000</pubDate>
		<dc:creator>Robert Thompson</dc:creator>
				<category><![CDATA[Bridge Foundations]]></category>
		<category><![CDATA[DBA News]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Dan Brown]]></category>
		<category><![CDATA[Dan Brown and Associates]]></category>
		<category><![CDATA[DFI]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Geotechnical Engineering]]></category>

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		<description><![CDATA[<p>DFI held its 36th Annual Meeting October 18-21 in Boston, including the annual awards banquet.  Dan was honored with the 2011 Distinguished Service Award at the banquet.  The Christopher S. Bond Bridge in Kansas City, MO was honored with a Special Recognition award (one of 5 runners-up for the Outstanding Project Award).  Photos of <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/1849">DBA at DFI 36th Annual Meeting&#8211;Photos and Links</a></span>]]></description>
			<content:encoded><![CDATA[<p><a href="http://www.dfi.org" target="_blank">DFI</a> held its 36th Annual Meeting October 18-21 in Boston, including the annual awards banquet.  Dan was honored with the 2011 Distinguished Service Award at the banquet.  The <a href="http://www.kcicon.com/" target="_blank">Christopher S. Bond Bridge in Kansas City, MO</a> was honored with a Special Recognition award (one of 5 runners-up for the Outstanding Project Award).  Photos of DBA folks at the event are posted below.  All of the photos from the meeting can be found <a href="http://scarpettaphoto.smugmug.com/Events/corporate-events/DFI-36th-Photos/19536707_6PqsRv#1545096005_M6ZpK7G" target="_blank">at this link</a>.</p>
<p>Dan gave a presentation on the Alternate Technical Concept (ATC) that DBA supported for the I-70 Bridge over the Mississippi River in St. Louis, MO.  The link to the presentation is below.  (Some previous posts <a href="http://danbrownandassociates.com/archives/1362">here</a> and <a href="http://danbrownandassociates.com/archives/1079">here</a> and <a href="http://danbrownandassociates.com/archives/800">here</a>; posts with links to other presentations <a href="http://danbrownandassociates.com/?s=I-70&amp;submit.x=0&amp;submit.y=0">here</a>).</p>
<p><a href="http://danbrownandassociates.com/wp-content/uploads/2011/11/Brown-PPT-DFI-2011-Boston.pdf"><strong>PowerPoint Presentation</strong> &#8211; Alternate Technical Concept: Foundations for the New Mississippi River Bridge, St. Louis &#8211; Dan Brown, Ph.D., P.E &#8211; DFI 36th Annual Conference, Boston, MA, October 20, 2011.</a></p>
<p align="center">
<p align="center">
<p align="center"><a href="http://danbrownandassociates.com/wp-content/uploads/2011/11/Dan-Dist-Service-Award-DFI-2011.jpg" rel="lightbox"><img class="colorbox-1849"  style="background-image: none; padding-left: 0px; padding-right: 0px; display: block; float: none; margin-left: auto; margin-right: auto; padding-top: 0px; border-width: 0px;" title="Dan receives DFI 2011 Distinguished Service Award" src="http://danbrownandassociates.com/wp-content/uploads/2011/11/Dan-Dist-Service-Award-DFI-2011_thumb.jpg" alt="Dan receives DFI 2011 Distinguished Service Award" width="244" height="164" border="0" /></a></p>
<p align="center">Dan receiving the 2011 DFI Distinguished Service Award</p>
<p align="center">
<p align="center"><a href="http://danbrownandassociates.com/wp-content/uploads/2011/11/Bond-Bridge-award-DFI-2011.jpg" rel="lightbox"><img class="colorbox-1849"  style="background-image: none; padding-left: 0px; padding-right: 0px; display: inline; padding-top: 0px; border-width: 0px;" title="Bond Bridge Special Recognition Award - DFI 2011" src="http://danbrownandassociates.com/wp-content/uploads/2011/11/Bond-Bridge-award-DFI-2011_thumb.jpg" alt="Bond Bridge Special Recognition Award - DFI 2011" width="244" height="164" border="0" /></a></p>
<p align="center">Robert receiving the Special Recognition Award for the Christopher S. Bond Bridge Project</p>
<p align="center">
<p align="center"><a href="http://danbrownandassociates.com/wp-content/uploads/2011/11/Paul-and-Erik-at-DFI-2011-Awards-Banquet-Reception.jpg" rel="lightbox"><img class="colorbox-1849"  style="background-image: none; padding-left: 0px; padding-right: 0px; display: inline; padding-top: 0px; border-width: 0px;" title="Paul and Erik at DFI 2011 Awards Banquet Reception" src="http://danbrownandassociates.com/wp-content/uploads/2011/11/Paul-and-Erik-at-DFI-2011-Awards-Banquet-Reception_thumb.jpg" alt="Paul and Erik at DFI 2011 Awards Banquet Reception" width="244" height="164" border="0" /></a></p>
<p align="center">Paul and Erik at the reception before the awards banquet</p>
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		<title>Hastings Bridge Receives Press as Foundations Near Completion</title>
		<link>http://danbrownandassociates.com/archives/1825</link>
		<comments>http://danbrownandassociates.com/archives/1825#comments</comments>
		<pubDate>Wed, 09 Nov 2011 13:26:00 +0000</pubDate>
		<dc:creator>David Graham</dc:creator>
				<category><![CDATA[Bridge Foundations]]></category>
		<category><![CDATA[Drilled Shafts]]></category>
		<category><![CDATA[Driven Piles]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Ground Improvement]]></category>
		<category><![CDATA[Bridge Construction]]></category>
		<category><![CDATA[Drilled Shaft Construction]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Geotechnical Engineering]]></category>

		<guid isPermaLink="false">http://danbrownandassociates.com/?p=1825</guid>
		<description><![CDATA[<p align="justify"></p> <p align="justify">As massive concrete piers rise from the Mississippi river in southeast Minnesota, people have begun to take notice of what will become the longest free-standing tied-arch bridge in North America.  A unique project in several respects, the new Hasting bridge has recently been featured in articles on the websites of ENR <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/1825">Hastings Bridge Receives Press as Foundations Near Completion</a></span>]]></description>
			<content:encoded><![CDATA[<p align="justify"><img class="colorbox-1825"  style="display: block; float: none; margin-left: auto; margin-right: auto;" src="http://danbrownandassociates.com/wp-content/uploads/2011/11/Pier-5-small.jpg" alt="" /></p>
<p align="justify">As massive concrete piers rise from the Mississippi river in southeast Minnesota, people have begun to take notice of what will become the longest free-standing tied-arch bridge in North America.  A unique project in several respects, the new Hasting bridge has recently been featured in articles on the websites of <a href="http://enr.construction.com/yb/enr/article.aspx?story_id=165327034"><em>ENR</em></a> and <a title="http://roadsbridges.com" href="http://roadsbridges.com/bridge-construction-long-standing"><em>Roads &amp; Bridges</em></a>.  The <em>ENR</em> article is a republication of an article that originally appeared in the <a href="http://www.startribune.com/local/south/132661498.html?page=all&amp;prepage=1&amp;c=y#continue"><em>Minneapolis Star Tribune</em></a> highlighting the construction process of the last year, with particular focus on the process of constructing the river piers.  The <em>Roads &amp; Bridges</em> article is a more technically in-depth piece written by the lead bridge engineer Vincent T. Gastoni, P.E., of <a href="http://www.parsons.com/markets/transportation/Pages/default.aspx">Parsons Transportation Group</a>.  Both articles discuss some of the many geotechnical changes faced on this project.  This excerpt from <em>Roads &amp; Bridges</em> is a concise description of the pier foundations and some of the reasoning behind their selection:</p>
<blockquote>
<p align="justify">The main river piers are concrete delta-style frames with the tied-arch superstructure fully framed into the pier through the knuckle connection. The stiffness of the foundation system was then integral to the overall force effects in the structure. The north pier is located in 190 ft of soft soils overlaying rock and supported on unfilled 42-in. driven steel pipe piles. Drilled shafts were investigated early but were not cost-effective, impacted the schedule and presented a risk to the existing bridge due to potential caving effects. Statnamic pile load testing was used to validate the vertical capacity and lateral performance of the 42-in. piles. The south pier footing is close to the rock surface; however, the rock was deeper, more sloped than expected, and the originally planned spread footing was changed to short drilled shafts during the final design. Dan Brown &amp; Associates provided the team with geotechnical analysis and recommendations.</p>
</blockquote>
<p align="justify">Our Tim Siegel pointed out that the statement “It&#8217;s a marvel of engineering that requires ingenious construction techniques, most of which are invisible to the drivers whizzing by overhead,” from the <em>Star Tribune,</em> is an accurate description of how our work as foundation designers and constructors is often viewed.  Although much of the ingenuity and innovation that goes into the geotechnical aspects of projects often goes unnoticed by the general public, it is certainly refreshing to see articles like these.  For us at DBA, it is even more refreshing to see our efforts credited by name as they were in the article by Vince when he wrote, “Dan Brown &amp; Associates provided the team with geotechnical analysis and recommendations.”</p>
<p align="justify">For a design-build project with so many different geotechnical components (driven piles, drilled shafts, spread footings, retaining walls, a column-supported embankment, and light weight fill), it is hard to believe that our role as the lead geotechnical engineer is nearing completion just a little over a year after construction began.  At this point, the only foundations that have yet to be constructed are some of the rock bearing spread footings at the south approach.  DBA will also monitor instrumentation installed in the column-supported embankment for the next two years.</p>
<p align="justify">Previous blog posts by Aaron and David can be found here:<a title="http://danbrownandassociates.com/archives/1400" href="http://danbrownandassociates.com/archives/1400">Hastings Bridge Update</a> and <a title="http://danbrownandassociates.com/archives/1470" href="http://danbrownandassociates.com/archives/1470">Hastings Update and Photo Album</a>.  Additional information can be found on the DBA project page <a href="hhttp://danbrownandassociates.com/projects/consulting-projects/hastings-bridge-mn">here</a>.</p>
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		<title>Dr. Mike Holloway, P.E. comes aboard!</title>
		<link>http://danbrownandassociates.com/archives/1807</link>
		<comments>http://danbrownandassociates.com/archives/1807#comments</comments>
		<pubDate>Fri, 04 Nov 2011 19:00:00 +0000</pubDate>
		<dc:creator>Robert Thompson</dc:creator>
				<category><![CDATA[DBA News]]></category>
		<category><![CDATA[Site updates]]></category>
		<category><![CDATA[Dan Brown and Associates]]></category>
		<category><![CDATA[Deep Foundations]]></category>
		<category><![CDATA[Duke University]]></category>
		<category><![CDATA[Dynamic Pile Testing]]></category>
		<category><![CDATA[Foundation Construction]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Michael Holloway]]></category>

		<guid isPermaLink="false">http://danbrownandassociates.com/archives/1807</guid>
		<description><![CDATA[<p align="justify">DBA is pleased to announce that Dr. D. Michael Holloway, P.E. has joined the DBA team.  Mike is a recognized expert in driven pile foundation design and dynamic testing, in-situ testing, instrumentation, and earthquake engineering.  His over 40 years of foundation and geotechnical engineering experience includes stints at the U.S. Army Corps of <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/1807">Dr. Mike Holloway, P.E. comes aboard!</a></span>]]></description>
			<content:encoded><![CDATA[<p align="justify"><a href="http://danbrownandassociates.com/wp-content/uploads/2011/10/11_Mike_s.jpg" rel="lightbox"><img class="colorbox-1807"  style="background-image: none; margin: 0px 10px 10px 0px; padding-left: 0px; padding-right: 0px; display: inline; float: left; padding-top: 0px; border-width: 0px;" title="11_Mike_s" src="http://danbrownandassociates.com/wp-content/uploads/2011/10/11_Mike_s_thumb.jpg" alt="11_Mike_s" width="157" height="181" align="left" border="0" /></a>DBA is pleased to announce that Dr. D. Michael Holloway, P.E. has joined the DBA team.  Mike is a recognized expert in driven pile foundation design and dynamic testing, in-situ testing, instrumentation, and earthquake engineering.  His over 40 years of foundation and geotechnical engineering experience includes stints at the U.S. Army Corps of Engineers Waterways Experiment Station (WES) in Vicksburg, MS, and Woodward-Clyde Consultants in Oakland, CA. He founded InsituTech, which specialized in engineering deep foundations and applying insitu soil testing services.</p>
<p align="justify">When starting InsituTech, Mike broadened the professional practice beyond &#8220;conventional&#8221; PDA-related testing and analyses services.  Rather than just test and report to satisfy QC requirements during construction, he applied dynamic testing and analyses to enhance foundation design and constructability, as well as to improve on-site troubleshooting of construction problems.   The efforts paid off as the firm made significant changes in the way PDA services became integrated into the design/build process on several major marine facilities and bridge projects in the west and in the Pacific.</p>
<p align="justify">Mike is a Blue Devil, having earned his B.S., M.S., and Ph.D. at Duke University in North Carolina.  Raised in New York, he made his way to California seeking engineering gold soon after his time at WES.  He has been based there ever since.</p>
<p align="justify">Mike’s presence in California makes DBA a practically coast-to-coast firm (well, at least East Tennessee to California).  We at DBA are excited at the expertise Mike adds to our portfolio and look forward to his contributions to the team.  Welcome, Mike!</p>
<p align="justify"><a href="http://danbrownandassociates.com/wp-content/uploads/2011/11/Holloway-DBA-Announcement.pdf">Holloway DBA Announcement (Press Release)</a></p>
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		<title>Audubon Bridge Foundations in Fall 2011 &#8220;Deep Foundations&#8221;</title>
		<link>http://danbrownandassociates.com/archives/1814</link>
		<comments>http://danbrownandassociates.com/archives/1814#comments</comments>
		<pubDate>Wed, 02 Nov 2011 21:18:41 +0000</pubDate>
		<dc:creator>Robert Thompson</dc:creator>
				<category><![CDATA[Bridge Foundations]]></category>
		<category><![CDATA[Drilled Shafts]]></category>
		<category><![CDATA[Audubon Bridge]]></category>
		<category><![CDATA[Deep Foundations]]></category>
		<category><![CDATA[Drilled Shaft Construction]]></category>
		<category><![CDATA[Foundation Construction]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Geotechnical Engineering]]></category>
		<category><![CDATA[Load Testing]]></category>

		<guid isPermaLink="false">http://danbrownandassociates.com/archives/1814</guid>
		<description><![CDATA[<p></p> <p align="justify">Dan and Steve co-authored an article in the Fall 2011 issue of Deep Foundations (from DFI) that covered the foundations for the recently completed record-setting Audubon Bridge in Louisiana.&#160; Dan and Steve cover not only the shaft testing, design, and construction, but also the unique cofferdam used for the tower foundations.&#160; I <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/1814">Audubon Bridge Foundations in Fall 2011 &#8220;Deep Foundations&#8221;</a></span>]]></description>
			<content:encoded><![CDATA[<p><a href="http://danbrownandassociates.com/wp-content/uploads/2011/11/DFI-Fall-2011_Audubon.jpg" rel="lightbox"><img class="colorbox-1814"  style="background-image: none; border-right-width: 0px; padding-left: 0px; padding-right: 0px; display: block; float: none; border-top-width: 0px; border-bottom-width: 0px; margin-left: auto; border-left-width: 0px; margin-right: auto; padding-top: 0px" title="DFI Fall 2011_Audubon" border="0" alt="DFI Fall 2011_Audubon" src="http://danbrownandassociates.com/wp-content/uploads/2011/11/DFI-Fall-2011_Audubon_thumb.jpg" width="188" height="244" /></a></p>
<p align="justify">Dan and Steve co-authored <a href="http://danbrownandassociates.com/wp-content/uploads/2011/11/Deep-Foundations-for-a-Record-Setting-Cable-Stayed-Bridge_Brown-Dapp_Deep-Foundations-Fall-2011.pdf" target="_blank">an article in the Fall 2011 issue of <em>Deep Foundations</em></a> (from <a href="http://www.dfi.org" target="_blank">DFI</a>) that covered the foundations for the recently completed record-setting <a href="http://www.timedla.com/bridge/audubon/overview/" target="_blank">Audubon Bridge in Louisiana</a>.&#160; Dan and Steve cover not only the shaft testing, design, and construction, but also the unique cofferdam used for the tower foundations.&#160; I recently <a href="http://danbrownandassociates.com/archives/1701" target="_blank">highlighted an article by Sereno Brown, P.E.</a> of <a href="http://www.flatironcorp.com/" target="_blank">Flatiron</a> that covered the design and installation of the cofferdam in detail.&#160; </p>
<p align="justify">You can receive <em>Deep Foundations</em> every quarter (soon bi-monthly!), as well as the <a href="http://www.dfi.org/dfijournal.asp" target="_blank">DFI Journal</a>, by joining DFI.&#160; Get information on joining at <a href="http://www.dfi.org" target="_blank">this link</a> – click on “Membership” at the top banner.</p>
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		<title>ADSC Lawrenceville Test Site&#8211;We Have Winners!</title>
		<link>http://danbrownandassociates.com/archives/1789</link>
		<comments>http://danbrownandassociates.com/archives/1789#comments</comments>
		<pubDate>Thu, 06 Oct 2011 21:49:53 +0000</pubDate>
		<dc:creator>Robert Thompson</dc:creator>
				<category><![CDATA[Drilled Shafts]]></category>
		<category><![CDATA[Foundation Design]]></category>
		<category><![CDATA[Load Testing]]></category>
		<category><![CDATA[ADSC]]></category>
		<category><![CDATA[Drilled Foundations]]></category>
		<category><![CDATA[Drilled Shaft Design]]></category>
		<category><![CDATA[Foundation Engineering]]></category>
		<category><![CDATA[Foundation Research]]></category>
		<category><![CDATA[Geotechnical Engineering Research]]></category>
		<category><![CDATA[Loadtest]]></category>
		<category><![CDATA[Piedmont Rocks]]></category>
		<category><![CDATA[PWR]]></category>

		<guid isPermaLink="false">http://danbrownandassociates.com/archives/1789</guid>
		<description><![CDATA[<p style="text-align: justify;">That’s right load test fans, The results are in! The ADSC Southeast Chapter is proud to announce the “winners” from the prediction contest for the Lawrenceville, GA test site. In the table below, we have listed the winner and their prediction. The winners are the closest to the average measured values as <span style="color:#777"> . . . &#8594; Read More: <a href="http://danbrownandassociates.com/archives/1789">ADSC Lawrenceville Test Site&#8211;We Have Winners!</a></span>]]></description>
			<content:encoded><![CDATA[<p style="text-align: justify;">That’s right load test fans, The results are in! The ADSC Southeast Chapter is proud to announce the “winners” from the prediction contest for the Lawrenceville, GA test site. In the table below, we have listed the winner and their prediction. The winners are the closest to the average measured values as reported by Loadtest, Inc and may not represent the reported maximum values recommended in the final report by DBA. We won’t release the final report until the <a href="http://www.facebook.com/pages/ASCE-Georgia-Geotechnical-Group/210698748951236?sk=info" target="_blank">ASCE Georgia Section Geotechnical Group</a> meeting November 15, 2011 at 6:30pm at the Georgia Power Company&#8217;s Headquarters in Atlanta. Dr. Brown will be presenting the findings then – so come to the meeting and get it first, or look to the DBA or ADSC web sites after November 15th to get the report.</p>
<p>&nbsp;</p>
<table width="409" border="0" cellspacing="0" cellpadding="0">
<tbody>
<tr>
<td valign="top" width="120">
<p align="center"><strong><span style="text-decoration: underline;">Shaft</span></strong></p>
</td>
<td valign="top" width="180">
<p align="center"><span style="text-decoration: underline;"><strong>Name</strong></span></p>
</td>
<td valign="top" width="107">
<p align="center"><strong><span style="text-decoration: underline;">Prediction</span></strong></p>
</td>
</tr>
<tr>
<td valign="top" width="120">
<p align="center">1 – Unit Base Resistance</p>
</td>
<td valign="top" width="180">
<p align="center">Gloria Rodgers<br />
(Building and Earth Sciences, Inc.)</p>
</td>
<td valign="top" width="107">
<p align="center">750 ksf</p>
</td>
</tr>
<tr>
<td valign="top" width="120">
<p align="center">1 – Unit Side Resistance</p>
</td>
<td valign="top" width="180">
<p align="center">Todd Barber (Geo-Hydro Engineers, Inc.)</p>
</td>
<td valign="top" width="107">
<p align="center">50 ksf</p>
</td>
</tr>
<tr>
<td valign="top" width="120">
<p align="center">2 – Unit Base Resistance</p>
</td>
<td valign="top" width="180">
<p align="center">Todd Barber (Geo-Hydro Engineers, Inc.)</p>
</td>
<td valign="top" width="107">
<p align="center">690 ksf</p>
</td>
</tr>
<tr>
<td valign="top" width="120">
<p align="center">2 – Unit Side Resistance</p>
</td>
<td valign="top" width="180">
<p align="center">TIE:<br />
Jim Pegues (Southern Company Svcs.)<br />
Tom Scruggs (Georgia DOT)</p>
</td>
<td valign="top" width="107">
<p align="center">3 ksf</p>
</td>
</tr>
</tbody>
</table>
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