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'ON 133HS �13MV214 <br />*MINIMUM <br />LOCATION COVER FOOTNOTES: <br />UNFORMED SURFACES ADJACENT TO EARTH ........................................................ 3" f ' C = 4,000 psi, N0RMAL WEIGHT 1. TOP BARS ARE HORIZONTAL BARS SO THAT MORE <br />FORMED OR TOP SURFACES EXPOSED TO WEATHER OR <br />TENSION EMBEDMENT <br />LENGTH Ldb (INCHES) <br />SATURATED AIR, SUBMERGED OR IN CONTACT WITH EARTH ................................ 2" <br />TOP <br />BARS <br />SLABS AND JOISTS " <br />TOP <br />BARS <br />BEAMS AND COLUMNS <br />#3 <br />STIRRUPS, SPIRALS AND TIES " <br />14 <br />PRIMARY REINFORCEMENT.............................................................................." <br />19 <br />WALLS <br />29 <br />FOOTINGS AND BASE SLABS <br />38 <br />FORMED SURFACES " <br />#5 <br />TOP OF FOOTINGS AND BASE SLABS 2 - <br />24 <br />SHELLS AND FOLDED PLATE MEMBERS ............................ ......... I........................... 172" <br />32 <br />CONDITIONS NOT COVERED ABOVE <br />43 <br />SLABS AND JOISTS <br />56 <br />#11 AND SMALLER........................................................................................ -y4- <br />#7 <br />#14 AND #18 hm <br />42 <br />BEAMS AND COLUMNS <br />55 <br />STIRRUPS, SPIRALS AND TIES....................................................................... 1y2" <br />72 <br />PRIMARY REINFORCEMENT.............................................................................. 2" <br />94 <br />WALLS <br />#9 <br />BAR <br />SIZE <br />TENSION EMBEDMENT <br />LENGTH Ldb (INCHES) <br />LAP SPLICE <br />LENGTH (INCHES) <br />TOP <br />BARS <br />OTHER <br />BARS <br />TOP <br />BARS <br />OTHER <br />BARS <br />#3 <br />22 <br />14 <br />29 <br />19 <br />#4 <br />29 <br />19 <br />38 <br />25 <br />#5 <br />36 <br />24 <br />47 <br />32 <br />#6 <br />43 <br />29 <br />56 <br />38 <br />#7 <br />63 <br />42 <br />82 <br />55 <br />#8 <br />72 <br />48 <br />94 <br />63 <br />#9 <br />80 <br />54 <br />104 <br />70 <br />#10 <br />90 <br />60 <br />117 <br />78 <br />THAN 12" OF CONCRETE IS CAST IN THE MEMBER <br />BELOW THE BAR. <br />2. UNLESS OTHERWISE NOTED ON THE DRAWINGS, LAP <br />SPLICE LENGTHS, AND TENSION EMBEDMENT <br />LENGTHS SHALL BE NO LESS THAN (NO MINUS <br />TOLERANCE) SHOWN ABOVE. <br />3. LAP SPLICES SHALL NOT BE MADE AT POINTS OF <br />MAXIMUM STRESS AS DETERMINED BY THE ENGINEER <br />AND SHALL NOT BE SPACED CLOSER THAN 6" OC. <br />4. IF THE CLEAR SPACING BETWEEN BARS < 2d b OR <br />CONCRETE COVER < d b THE TENSION EMBEDMENT <br />AND LAP SPLICE LENGTHS MUST BE INCREASED BY <br />50 PERCENT. <br />5. TENSION EMBEDMENT LENGTH L IS THE STRAIGHT LENGTH OF <br />REINFORCING BAR THAT MUST BE EMBEDDED IN THE CONCRETE <br />BEYOND THE CRITICAL SECTION FOR A STRAIGHT DOWEL TO BE <br />SUBSTITUTED FOR A STANDARD END HOOK. <br />#11 AND SMALLER" <br />........................................................................................ <br />#14 AND #18 .......................................... ..................... . .................... I.......... 17�" 6. THE TENSION EMBEDMENT AND LAP SPLICE LENGTHS SHOWN <br />SHELLS AND FOLDED PLATE MEMBERS ABOVE ARE FOR NORMAL WEIGHT CONCRETE <br />#5 BARS, W31 OR D31 WIRE AND SMALLER .............................................. WITH f'c = 4,000 psi. INCREASE THE LENGTHS SHOWN ABOVE <br />#6 BARS AND LARGER................................................................................. -" BY 20% FOR NORMAL WEIGHT CONCRETE <br />CRITICAL WITH f'c = 3,000 psi. DECREASE THE LENGTHS SHOWN ABOVE <br />SECTION BY 10% FOR NORMAL WEIGHT CONCRETE <br />WITH f'c = 5,000 psi. <br />*COVER FOR REINFORCING STEEL SHALL NOT BE LESS THAN THE MINIMUM GIVEN ABOVE (NO Ldb <br />MINUS TOLERANCE) , AND SHALL NOT EXCEED THE MINIMUM BY MORE THAN 1/4 INCH <br />WHERE THE CONCRETE THICKNESS IS 24" OR LESS, OR MORE THAN 1/2 INCH WHERE THE <br />CONCRETE THICKNESS IS MORE THAN 24 INCHES. <br />CONCRETE COVER FOR REINFORCEMENT LAP SPLICE AND TENSION EMBEDMENT LENGTHS <br />DETAIL DETAIL 2 <br />SCALE: NTS SCALE: NTS <br />NOTES: �D DFA -C <br />Corrections By <br />1. "A" IS 1/5 THE CLEAR SPAN DISTANCE MEASURED No Change2Bs_(4 <br />HORIZ OR VERT, WHICHEVER IS THE SMALLER; BUT ®ate <br />D ,_kny Person Using This Drawing Shvtilfill Wilt <br />fi <br />IN NO CASE LESS THEN THE REVID LENGTH OF <br />LAPPED SPLICES FOR TOP BARS AS SHOWN ON All Information By inspecting Theit i� <br />STD 90 THE REINF BAR LAP & EMBEDMENT TABLE. <br />HOOK 2. "B" IS SUFFICIENT LENGTH TO PERMIT BARS TO w <br />EXTEND THROUGH WALL TO OPPOSITE FACE AND o <br />TERMINATE IN A STANDARD HOOK BUT SHALL NOT <br />BE LESS THAN THE LENGTH REQ'D FOR EMBEDMENT <br />B B OF TOP BAR, AS SHOWN ON THE REINF BAR LAP z <br />B E _E_ _E_ & EMBEDMENT TABLE. <br />3. "D" NOT LESS THAN THE REQ'D FOR LAPPED <br />SPLICES FOR TOP BARS AS SHOWN ON THE REINF <br />I F -F <br />BAR LAP & EMBEDMENT TABLE. <br />AiLO <br />Q Q CORNER 4. E" IS NOT LESS THAN THE STD HOOK. <br />U <br />EXTRA REINF 5. EXTRA BARS ALTERNATING WITH AND SAME AS Ln <br />w HORIZ STEEL. <br />REGULAR U <br />REINF 6. THIS DETAIL SHOWS THE HORIZ BARS ONLY. CN <br />0 <br />z <br />Li <br />c� <br />Elf <br />TYPICAL CORNER REINFORCING DETAILS <br />0 <br />Q <br />DETAIL 3 <br />z <br />F- <br />Cn <br />SCALE: NTS Q <br />w <br />Q <br />z <br />U <br />w <br />O <br />ry <br />d <br />PROJECT ENGINEER DATE CHECKED DATE QRSFESS/�N91 *. COUNTY OF SAN JOAQUIN Tl r) �� rEJ��I�C�� rL�LLIr SHEET NO. <br />Brian Hammer 2/18/16 Joe Domenichelli 2/18/>6 AUSTIN ROAD BRIDGE NO. 29C-259 �����.DOMF,y�� DEPARTMENT OF PUBLIC <br />SCOUR MITIGATION PROJECT ?�z ' \ r N' r' _\ 1 r� :�� 8 °f 9 <br />�o NO. C38068 =� - " WORKS BRIDGE DIVISION $c ACI <br />Austin Road Bridge at South Littlejohns Creek , , 1810 EAST HAZELTON AVENUE <br />DRAWER SHEET N0. SHEET NAME SCALE � g � � � STOCKTON, CALIFORNIA 95205 <br />'t (0FEDERAL AID PROJECT NO. BPMP-5929 (2230 s� c �� - �,-z;:.-� 1101 Investment Blvd. Suite 115 Ph: 916 933-1997 <br />Brian Hammer1 - - 6 1 REINFORCING DETAILS NTS ` / 9TF�f �A� ��� PHONE: (209) 468 - 3000 EI Dorado Hills, CA 95762 Fax: (91 6) 933-4778 <br />Joseph W. Domenichelli FAX: (209) 468 - 2999 ( ) <br />