Chapter 01 FOUNDATIONS (FND) - Maryland State ?· chapter 01 - foundations. section 01 general (fnd-gn)…

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<ul><li><p>OFFICE OF STRUCTURES STRUCTURAL DETAIL MANUAL </p><p> Chapter 01 </p><p>FOUNDATIONS (FND) </p></li><li><p>OFFICE OF STRUCTURES STRUCTURAL DETAIL MANUAL </p><p> Chapter 01 - Foundations </p><p> SECTION 01 </p><p>GENERAL (FND-GN) </p></li><li><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>T. an</p><p>d B</p><p>. w</p><p>ing w</p><p>all tran</p><p>sver</p><p>se b</p><p>ars</p><p>Wing w</p><p>all longitudinal bars</p><p>Abutm</p><p>ent </p><p>longit</p><p>udin</p><p>al</p><p>bars</p><p>Transition axis</p><p>T. and B. abutment transverse bars</p><p>Rear face </p><p>of footing</p><p>concrete</p><p>ACUTE CORNER</p><p>Scale: 3/8 = 1-0</p><p>SKEWED ABUTMENT AND WING WALLFOOTING INTERSECTION</p><p>1 2</p><p>Wing wall</p><p>transition</p><p>extend</p><p>development</p><p>length</p><p>Extended wing wall</p><p>footing transverse</p><p>bar develop length</p><p>beyond this line.</p><p>Win</p><p>g w</p><p>all</p><p>longitudin</p><p>al</p><p>exte</p><p>nded</p><p>deve</p><p>lopm</p><p>ent</p><p>length</p><p>11/17/97 OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p>FND-GN-101</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - G</p><p>EN</p><p>ER</p><p>AL</p><p>* GUIDE SHEET FOR PLAN DEVELOPMENT ONLY - DO NOT INCLUDE THIS SHEET IN CONTRACT PLANS *</p><p> * FOR OFFICE USE ONLY *</p><p>DETAIL NO.</p><p>VERSION</p><p>1.0</p></li><li><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>Abutm</p><p>ent </p><p>longit</p><p>udin</p><p>al</p><p>bars</p><p>Transition axis</p><p>Rear face </p><p>of footing</p><p>concrete</p><p>Scale: 3/8 = 1-0</p><p>OBTUSE CORNER</p><p>SKEWED ABUTMENT AND WING WALLFOOTING INTERSECTION</p><p>2 2</p><p>Development length</p><p>Dev</p><p>elop</p><p>men</p><p>t leng</p><p>th</p><p>Dev</p><p>elopm</p><p>ent le</p><p>ngth</p><p>bar</p><p>s</p><p>Win</p><p>g w</p><p>all transv</p><p>erse bars</p><p>Win</p><p>g w</p><p>all lon</p><p>gitu</p><p>dina</p><p>l</p><p>11/17/97 OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p> * FOR OFFICE USE ONLY *</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - G</p><p>EN</p><p>ER</p><p>AL</p><p>* GUIDE SHEET FOR PLAN DEVELOPMENT ONLY - DO NOT INCLUDE THIS SHEET IN CONTRACT PLANS *</p><p>FND-GN-101DETAIL NO.</p><p>VERSION</p><p>1.0</p></li><li><p>OFFICE OF STRUCTURES STRUCTURAL DETAIL MANUAL </p><p> Chapter 01 - Foundations </p><p> SECTION 02 </p><p>PILE FOUNDATION (FND-PF) </p></li><li><p>1 1</p><p>PRELIMINARY EMBANKMENT FOR PEDESTALTYPE BRIDGE ABUTMENTS ON PILES</p><p>Note A:</p><p>No boulders, rocks, or stumps in this area</p><p>of fill and all stumps, surface boulders and</p><p>rocks to be removed from existing ground</p><p>within these limits.</p><p>Proposed roadway surface</p><p>150 (Min.) for approaches to bridges;</p><p>unless cut is encountered sooner</p><p>(measured parallel to of roadway).c</p><p>Limits of completed preliminary embankment</p><p>Slope to drain</p><p>Limit of preliminary</p><p>embankment prior to</p><p>driving piles for abutments.</p><p>25</p><p>See Note A</p><p>2</p><p>1</p><p>Slope top of preliminary embankment to drain</p><p>to of embankment (i.e. midway between outside</p><p>shoulders) and from abutment to rear of fill</p><p>along , to carry drainage down rear embankment</p><p>slope to sediment trap or other erosion control</p><p>device.</p><p>Temporarily seed and mulch front and back slopes</p><p>to original groundline. Permanent seed and mulch</p><p>c</p><p>c</p><p>Bottom of subgrade for</p><p>roadway pavement.</p><p>Proposed abutment</p><p>8-0</p><p>1 *1</p><p>**</p><p>**</p><p>*Proposed finished slope2 : 1 unless otherwise</p><p>designated.</p><p>Slope ratio depends</p><p>upon fill height.</p><p>Finished Groundline Existing Groundline</p><p>Finished slope or top of</p><p>proposed slope protection.</p><p>Limits of temporary fill during compaction of preliminary</p><p>embankment. Temporary fill within these limits to be</p><p>removed to finished slope line and used in completing</p><p>preliminary embankment after abutment is completed.</p><p>Removal of this overburden and placing of same</p><p>behind abutments will be measured and paid for as</p><p>Class 2 Excavation.</p><p>ELEVATION</p><p>Scale: None</p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>on side slopes. Install 4-0 wide soil stabilization</p><p>matting in top swale to original groundline.</p><p>OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p>FND-PF-101</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - P</p><p>ILE</p><p>SDETAIL NO.</p><p>VERSION</p><p>1.0</p><p>07/24/2001</p></li><li><p>1 1</p><p>No</p><p>te A</p><p>:</p><p>PRELIMINARY EMBANKMENT FOR SEMI-CANTILEVER TYPEABUTMENTS ON PILES WITH STEPPED WING WALL FOOTERS</p><p>15</p><p>0 </p><p>(Min</p><p>.) f</p><p>or </p><p>ap</p><p>pro</p><p>ach</p><p>es </p><p>to b</p><p>rid</p><p>ges;</p><p>unle</p><p>ss c</p><p>ut </p><p>is e</p><p>ncounte</p><p>red s</p><p>ooner</p><p>(measu</p><p>red</p><p> para</p><p>llel </p><p>to </p><p> of </p><p>road</p><p>way</p><p>).c</p><p>Slo</p><p>pe t</p><p>o d</p><p>rain</p><p>25</p><p>See N</p><p>ote</p><p> A</p><p>2</p><p>1</p><p>Slo</p><p>pe t</p><p>op o</p><p>f pre</p><p>lim</p><p>inary</p><p> em</p><p>bankm</p><p>ent </p><p>to d</p><p>rain</p><p>to </p><p> of </p><p>em</p><p>ban</p><p>km</p><p>en</p><p>t (i</p><p>.e. </p><p>mid</p><p>way</p><p> betw</p><p>een</p><p> ou</p><p>tsid</p><p>e</p><p>should</p><p>ers</p><p>) and f</p><p>rom</p><p> abutm</p><p>ent </p><p>to r</p><p>ear </p><p>of </p><p>fill</p><p>alo</p><p>ng</p><p> ,</p><p> to</p><p> carr</p><p>y d</p><p>rain</p><p>ag</p><p>e d</p><p>ow</p><p>n r</p><p>ear </p><p>em</p><p>ban</p><p>km</p><p>en</p><p>t</p><p>slo</p><p>pe t</p><p>o s</p><p>ed</p><p>imen</p><p>t tr</p><p>ap</p><p> or </p><p>oth</p><p>er </p><p>ero</p><p>sio</p><p>n c</p><p>on</p><p>tro</p><p>l</p><p>dev</p><p>ice.</p><p>Tem</p><p>po</p><p>rari</p><p>ly s</p><p>eed</p><p> an</p><p>d m</p><p>ulc</p><p>h f</p><p>ron</p><p>t an</p><p>d b</p><p>ack</p><p> slo</p><p>pes</p><p>to o</p><p>rig</p><p>inal </p><p> gro</p><p>un</p><p>dli</p><p>ne. </p><p>Perm</p><p>an</p><p>en</p><p>t se</p><p>ed</p><p> an</p><p>d m</p><p>ulc</p><p>h</p><p>c</p><p>c</p><p>Bott</p><p>om</p><p> of </p><p>subgra</p><p>de f</p><p>or</p><p>roadw</p><p>ay p</p><p>avem</p><p>ent.</p><p>8-0</p><p>1*</p><p>1**</p><p>**</p><p>Slo</p><p>pe r</p><p>ati</p><p>o d</p><p>ep</p><p>en</p><p>ds</p><p>upon f</p><p>ill </p><p> heig</p><p>ht.</p><p>Exis</p><p>ting g</p><p>roundli</p><p>ne</p><p>Lim</p><p>its o</p><p>f te</p><p>mpora</p><p>ry f</p><p>ill </p><p> duri</p><p>ng c</p><p>om</p><p>pacti</p><p>on o</p><p>f pre</p><p>lim</p><p>inary</p><p> em</p><p>bankm</p><p>ent.</p><p> Tem</p><p>pora</p><p>ry f</p><p>ill </p><p> wit</p><p>hin</p><p> these l</p><p>imit</p><p>s t</p><p>o b</p><p>e</p><p>rem</p><p>ov</p><p>ed</p><p> to</p><p> fin</p><p>ish</p><p>ed</p><p> slo</p><p>pe l</p><p>ine a</p><p>nd</p><p> used</p><p> in</p><p> co</p><p>mp</p><p>leti</p><p>ng</p><p> pre</p><p>lim</p><p>inary</p><p> em</p><p>bankm</p><p>ent </p><p>aft</p><p>er </p><p>abutm</p><p>ent </p><p>is c</p><p>om</p><p>ple</p><p>ted.</p><p>Rem</p><p>oval </p><p> of </p><p>this</p><p> overb</p><p>urd</p><p>en a</p><p>nd p</p><p>lacin</p><p>g o</p><p>f sam</p><p>e</p><p>behin</p><p>d a</p><p>butm</p><p>ents</p><p> wil</p><p>l b</p><p>e m</p><p>easure</p><p>d a</p><p>nd p</p><p>aid</p><p> for </p><p>as</p><p>Cla</p><p>ss 2</p><p> Excavati</p><p>on.</p><p>EL</p><p>EV</p><p>AT</p><p>ION</p><p>Scale</p><p>: N</p><p>one</p><p>No</p><p> bo</p><p>uld</p><p>ers</p><p>, ro</p><p>ck</p><p>s, </p><p>or </p><p>stu</p><p>mp</p><p>s i</p><p>n t</p><p>his</p><p> are</p><p>a o</p><p>f fi</p><p>ll </p><p>an</p><p>d a</p><p>ll</p><p>stu</p><p>mp</p><p>s, </p><p>su</p><p>rface b</p><p>ou</p><p>lders</p><p> an</p><p>d r</p><p>ock</p><p>s t</p><p>o b</p><p>e r</p><p>em</p><p>ov</p><p>ed</p><p> fro</p><p>m</p><p>exis</p><p>ting g</p><p>round w</p><p>ithin</p><p> these l</p><p>imit</p><p>s.</p><p>Fin</p><p>ished s</p><p>lope o</p><p>r</p><p>top o</p><p>f pro</p><p>posed</p><p>slo</p><p>pe p</p><p>rote</p><p>cti</p><p>on</p><p>.</p><p>Fin</p><p>ished g</p><p>roundli</p><p>ne</p><p>*Pro</p><p>po</p><p>sed</p><p> fin</p><p>ish</p><p>ed</p><p> slo</p><p>pe</p><p>2 :</p><p> 1 u</p><p>nle</p><p>ss o</p><p>therw</p><p>ise</p><p>desi</p><p>gn</p><p>ate</p><p>d.</p><p>Lim</p><p>it o</p><p>f pre</p><p>lim</p><p>inary</p><p>em</p><p>bankm</p><p>ent </p><p>pri</p><p>or</p><p>to d</p><p>riv</p><p>ing</p><p> pil</p><p>es f</p><p>or</p><p>abutm</p><p>ent </p><p>and w</p><p>ings.</p><p>Fro</p><p>nt </p><p>face</p><p>of </p><p>abutm</p><p>ent</p><p>foo</p><p>tin</p><p>g.</p><p>Bott</p><p>om</p><p> of </p><p>subgra</p><p>de</p><p>insi</p><p>de o</p><p>f w</p><p>ing w</p><p>all</p><p>.</p><p>Slo</p><p>pe a</p><p>s s</p><p>teep</p><p>as g</p><p>round w</p><p>ill</p><p>allo</p><p>w.</p><p> L</p><p>imit</p><p> of </p><p>pre</p><p>lim</p><p>inary</p><p>em</p><p>bankm</p><p>ents</p><p> pri</p><p>or </p><p>to</p><p>dri</p><p>vin</p><p>g p</p><p>iles f</p><p>or </p><p>ab</p><p>utm</p><p>en</p><p>ts</p><p>and w</p><p>ings.</p><p>*1</p><p> R</p><p>ear </p><p>of </p><p>abutm</p><p>ent</p><p> fo</p><p>oti</p><p>ng</p><p>.</p><p>Ab</p><p>utm</p><p>en</p><p>t st</p><p>em</p><p>Are</p><p>a t</p><p>o b</p><p>e e</p><p>xcavate</p><p>d</p><p>pri</p><p>or </p><p>to d</p><p>riv</p><p>ing</p><p> pil</p><p>es</p><p>(sh</p><p>ow</p><p>n d</p><p>ou</p><p>ble</p><p> hatc</p><p>hed</p><p>to b</p><p>e p</p><p>aid</p><p> fo</p><p>r as</p><p>Cla</p><p>ss 3</p><p> Excavati</p><p>on.</p><p>Pro</p><p>pose</p><p>d</p><p>roadw</p><p>ay</p><p>surf</p><p>ace.</p><p>Lim</p><p>its </p><p>of </p><p>co</p><p>mp</p><p>lete</p><p>d</p><p>pre</p><p>lim</p><p>inary</p><p> em</p><p>ban</p><p>km</p><p>en</p><p>t.</p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>1-6</p><p>1-6</p><p>En</p><p>d o</p><p>f w</p><p>ing</p><p> wall</p><p>.</p><p> on</p><p> sid</p><p>e s</p><p>lop</p><p>es.</p><p> In</p><p>stall</p><p> 4</p><p>-0</p><p> w</p><p>ide s</p><p>oil</p><p> sta</p><p>bil</p><p>izati</p><p>on</p><p>matt</p><p>ing</p><p> in</p><p> to</p><p>p s</p><p>wale</p><p> to</p><p> ori</p><p>gin</p><p>al </p><p> gro</p><p>un</p><p>dli</p><p>ne.</p><p>Fin</p><p>ished g</p><p>roundli</p><p>ne </p><p>outs</p><p>ide o</p><p>f w</p><p>ing w</p><p>all</p><p>.</p><p>OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p>FND-PF-102</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - P</p><p>ILE</p><p>S</p><p>VERSION</p><p>DETAIL NO.</p><p>1.0</p><p>07/24/2001</p></li><li><p>REBAR MAT PATTERN OVER PILING</p><p>3</p><p>TYPICAL PIER FOOTING PLANS</p><p>1</p><p>Scale: 3/16 =1-0</p><p>In laying out pile plan, if possible,</p><p>piles shall be positioned to minimize</p><p>need for diagonal bars.</p><p>A note in area of rebar pattern shall </p><p>appear on Contract Documents as</p><p>When showning on Contract Documents H piles shall</p><p>be shown with the normal H symbol.</p><p>follows Shop plans shall show</p><p>how rebars are to be tied as well</p><p>as how they will be held in place</p><p>above piling while pour is being</p><p>made.</p><p>1. </p><p>2. </p><p>3. </p><p>4. </p><p>5. </p><p>6. </p><p>7. </p><p>8. </p><p>Notes:</p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p> * FOR OFFICE USE ONLY *</p><p>FND-PF-201</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - P</p><p>ILE</p><p>S* GUIDE SHEET FOR PLAN DEVELOPMENT ONLY - DO NOT INCLUDE THIS SHEET IN CONTRACT PLANS *</p><p>In all cases the total pattern shall be shown on</p><p>Contract Documents with Pile Layout Plan.</p><p>All rebars shall be 3-#6 @ 4 c/c centered </p><p>over piles as shown.</p><p>Lower mat of bars shall be 3 (vertical) above</p><p>top of center line of pile.</p><p> denotes all piling, cast-in-place, steel H piles, etc.</p><p>All piles shall be crossed at least twice with </p><p>no more than 3 crossings per pile.</p><p>The direction taken by bars shall wherever</p><p>possible be, the shortest distance between piles.</p><p>VERSION</p><p>DETAIL NO.</p><p>1.0</p><p>01/22/2001</p></li><li><p>TYPICAL ABUTMENT FOOTING PLANS</p><p>REBAR MAT PATTERN OVER PILING</p><p>2 3</p><p>See notes on Sheet 1 of 3.</p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>Scale: 3/16 =1-0</p><p>OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p> * FOR OFFICE USE ONLY *</p><p>FND-PF-201</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - P</p><p>ILE</p><p>S* GUIDE SHEET FOR PLAN DEVELOPMENT ONLY - DO NOT INCLUDE THIS SHEET IN CONTRACT PLANS *</p><p>VERSION</p><p>DETAIL NO.</p><p>01/22/2001</p><p>1.0</p></li><li><p>REBAR MAT PATTERN OVER PILING</p><p>3</p><p>See notes on Sheet 1 of 3.</p><p>3</p><p>TY</p><p>PIC</p><p>AL</p><p> AB</p><p>UT</p><p>ME</p><p>NT</p><p> FO</p><p>OT</p><p>ING</p><p> PL</p><p>AN</p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>Sca</p><p>le: </p><p> 3/1</p><p>6 </p><p>=1</p><p>-0</p><p>OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p> * FOR OFFICE USE ONLY *</p><p>FND-PF-201</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - P</p><p>ILE</p><p>S* GUIDE SHEET FOR PLAN DEVELOPMENT ONLY - DO NOT INCLUDE THIS SHEET IN CONTRACT PLANS *</p><p>VERSION</p><p>DETAIL NO.</p><p>01/22/2001</p><p>1.0</p></li><li><p>1 1</p><p>REINFORCING BAR STANDARDFOOTING SUPPORT SYSTEM</p><p>2-0 2-0 2-0 2-04-0 Max. 4-0 Max. Typical Spacing</p><p>Pile Supports</p><p>2-</p><p>0</p><p>2-</p><p>0</p><p>4-</p><p>04-0 Max.</p><p>Top Support</p><p>A A</p><p>PLAN - PILES (SHOWING MAXIMUM SPACING OF BAR SUPPORTS)</p><p>Scale: 1/4 = 1-0</p><p>HTYPE 25</p><p>ISOMETRIC VIEW</p><p>SEE TYPICAL BAR SHEET</p><p>FOR DIMENSIONS</p><p>#4 0-7 &lt; H &lt; 1-6</p><p>#5 1-6 &lt; H &lt; 3-6</p><p>SIZE HEIGHT</p><p>*Top bar cannot be dropped to actas a support bar. If support bar</p><p>is required, separate #5 bars are</p><p>to be used.</p><p>* **</p><p>Top bars Supports</p><p>Bottom bars</p><p>Pile bars</p><p>3 cl. to</p><p>bottom leg</p><p>Tie each base leg at two</p><p>intersections to bottom footing</p><p>bars for stability.</p><p>**</p><p>SECTION A-A</p><p>Scale: None</p><p>DIMENSIONS AND QUANTITIES TO BE SUPPLIED BY CONTRACTOR</p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p>FND-PF-202</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - P</p><p>ILE</p><p>S</p><p>3 max. from edge of support (typ.)</p><p>Max</p><p>.</p><p>VERSION</p><p>DETAIL NO.</p><p>03/07/1991</p><p>1.0</p></li><li><p>1 1</p><p>STEEL H PILE SPLICE DETAILS</p><p>Note A:</p><p>End of weld to be smooth and flush with web cut, 1/4 min. effective throat.</p><p>Note B:</p><p>Bar MC to be tack welded to flange at splice to back up end of flange</p><p>weld, remove MC after weld is completed. End of weld must be smooth and</p><p>flush with edge of flange. Grind weld smooth with edge of flange if pile</p><p>Note C:</p><p>Let welds cool to air temperature</p><p>before driving piles.</p><p>Note D:</p><p>is unsupported in weld area such as: in air, water, or soft mud, 1/4 min.</p><p>effective throat.</p><p>No pile splicing to be allowed on any</p><p>portion of pile that is to remain</p><p>1 Bar MA 1 x 3/16 x 7 1/4 </p><p>2 Bars MB 1 x 3/16 x 10</p><p>2 Bars MC 3 x 3/8 x 11</p><p>1 Bar MA 1 x 3/16 x 9 3/8 1 Bar MA 1 x 3/16 x 1-0</p><p>2 Bars MB 1 x 3/16 x 1-0</p><p>2 Bars MC 3 x 3/8 x 1-1</p><p>2 Bars MB 1 x 3/16 x 1-2 1/2 </p><p>2 Bars MC 3 x 3/8 x 1-3</p><p>Material Required:</p><p>Web</p><p>45</p><p> 1/4 </p><p>Min</p><p>.</p><p>MA</p><p> 1/8 Max. weld projection.</p><p> 1/4 </p><p>Note A</p><p>B</p><p>B</p><p>Note A</p><p>MA</p><p>MB</p><p>MB</p><p> 1/4 </p><p>Note B</p><p>45</p><p> 1/4 </p><p>Min</p><p>.</p><p>c Splice</p><p>SECTION A-A</p><p>Scale: None</p><p>SECTION B-B</p><p>Scale: 6 = 1-0</p><p>All Material to ASTM A-36.</p><p>Scale: None Scale: 6 = 1-0</p><p>PLAN</p><p>SECTION C-C</p><p>ALTERNATE FLANGE WELD</p><p>MC see Note B</p><p>Flange</p><p>Flange</p><p>Flange</p><p>Web</p><p>MAc Web</p><p>MB</p><p>CC</p><p>A AMB</p><p>MC see Note B</p><p> 1/8 Max.</p><p> 1/4 </p><p>Min</p><p>.</p><p>Note B</p><p> 1/4 </p><p>45</p><p>MB</p><p>Cut web 3/4 R.</p><p>both ends.</p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>For HP 10 Piles For HP 12 Piles For HP 14 Piles</p><p>exposed or to be above finished</p><p>groundline in completed structure.</p><p>OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p>FND-PF-301</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - P</p><p>ILE</p><p>S</p><p>VERSION</p><p>DETAIL NO.</p><p>1.0</p><p>01/22/2001</p></li><li><p>1</p><p> 5/16 5/16 </p><p> 5/16 5/16 </p><p> 1/16 1/16 </p><p>PLAN</p><p>ELEVATION SIDE VIEW</p><p>1</p><p>Point to be welded to pile with a2. </p><p>1. </p><p>3. </p><p>continuous single bevel groove</p><p>weld along outside face of flange.</p><p>Exterior face of flange to be</p><p>flame cut beveled at 45, prior to</p><p>welding.</p><p>For each shipment of points a</p><p>foundry certificate verifying</p><p>material meets the Specifications</p><p>is required.</p><p>Size of Pile Size of 45 Bevel Size of Groove Weld</p><p> 5/16 </p><p>8 5/8 </p><p>8 5/8 </p><p>10</p><p> 11/16 11/16 </p><p> 11/16 11/16 </p><p>1-2 7/8 </p><p> 1/4</p><p>PLAN</p><p> 11/16 11/16 </p><p> 3/4 </p><p> 3/4 </p><p>1 1/</p><p>2 </p><p>34</p><p> 1/2</p><p>TOOTHED PILE POINT FOR 10 H PILE</p><p>10 x 42</p><p>10 x 57</p><p> 1/4 </p><p> 1/4 </p><p> 5/16 </p><p>1 3/</p><p>8 </p><p>Material: Cast Steel A.S.T.M. A27 65/35.</p><p>Scale: 1 1/2 = 1-0 Scale: 1 1/2 = 1-0</p><p>Scale: 1 1/2 = 1-0 Scale: 1 1/2 = 1-0</p><p>2 3/</p><p>4 </p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</p><p>APPROVAL</p><p>OFFICE OF STRUCTURES</p><p>DIRECTOR</p><p>OFFICE OF STRUCTURES</p><p>FND-PF-302</p><p>FO</p><p>UN</p><p>DA</p><p>TIO</p><p>N - P</p><p>ILE</p><p>S</p><p>All fillets shall be 3/8 .</p><p>Notes:</p><p>VERSION</p><p>DETAIL NO.</p><p>12/13/1979</p><p>1.0</p></li><li><p>1</p><p> 5/16 5/16 </p><p> 5/16 5/16 </p><p> 1/16 1/16 </p><p>PLAN</p><p>ELEVATION SIDE VIEW</p><p>1</p><p>Point to be welded to pile with a2. </p><p>1. </p><p>3. </p><p>continuous single bevel groove</p><p>weld along outside face of flange.</p><p>Exterior face of flange to be</p><p>flame cut beveled at 45, prior to</p><p>welding.</p><p>For each shipment of points a</p><p>foundry certificate verifying</p><p>material meets the Specifications</p><p>is required.</p><p>Size of Pile Size of 45 Bevel Size of Groove Weld</p><p> 5/16 </p><p> 11/16 11/16 </p><p> 11/16 11/16 </p><p>1-2 7/8 </p><p> 1/4</p><p>PLAN</p><p> 11/16 11/16 </p><p>1 1/</p><p>2 </p><p>4 1/</p><p>2 </p><p> 1/4 5/16 12 x 53</p><p>12 x 74</p><p>TOOTHED PILE POINT FOR 12 H PILE</p><p> 5/16 </p><p>1 1/</p><p>2 </p><p>1-0 1/8 </p><p>10 23/32 </p><p>3 1/</p><p>2 </p><p> 23/32 </p><p> 23/32 </p><p>Scale: 1 1/2 = 1-0 Scale: 1 1/2 = 1-0</p><p>Scale: 1 1/2 = 1-0Scale: 1 1/2 = 1-0</p><p>3 1/</p><p>4 </p><p>DATE:</p><p>STATE HIGHWAY ADMINISTRATION</p><p>DEPARTMENT OF TRANSPORTATION</p><p>STATE OF MARYLAND</p><p>SHEET OF</

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