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7 TS 4"x3" ( ( C L GUIDE POST & OFFSET BRACKET G (100x75) 1 6 ( HEXHEAD BOLT WITH HEX NUTS () 350 (14") 75 (3") TOP OF CURB 50 (2") CLR. 25 ODx52 LONG ( 1 " O D x SLEEVE h 175+ h ( 6! (3") (1")R 75 (3") 25 (1")R h 175+ h ( 6! 330 (13") WEARING COURSE #19 (#6) ANCHOR BOLTS 4 REQ D., MALE END MECHANICAL SPLICE FEMALE END MECHANICAL SPLICE MALE END MECHANICAL SPLICE 1. NOTES: 6 0 ( 2 " ) M I N., COMBINATION FILL AND OVERLAY TOTAL WEARING COURSE THICKNESS (h) T MINUS (-) 50 (2") 50 (2")R T MINUS (-) 50 (2") 50 (2")R TOP SLAB BOX CULVERT #22 (#7) 75 (3") #13 (#4) (8")= 800 (2-8") BETWEEN POSTS G 64 ( 2 2. TWO #13 (#4) BARS REQUIRED IF TOTAL WEARING COURSE THICKNESS (h) IS GREATER THAN 150 (6") VERTICAL REINFORCEMENT 630 (25") ALL VERTICAL REINFORCEMENT #13 (#4) PARTIAL ALONG TOP DECK OF CULVERT REINFORCEMENT BAR DETAILS MECHANICAL SPLICE AS PER BULLETIN 15 FOR DECK REINFORCEMENT SEE BD-601M FEMALE END MECHANICAL SPLICE W150x30 (W6X20) 25 ODx52 LONG ( 1 " O D x SLEEVE 150x200x565 ( 6 " x 8 WOOD BLOCK 1 0 T MINUS (-) 50 (2") 50 (2")R TS 4"x3" (100x75) GA. W-BEAM RAIL ELEMENT ANCHOR BOLT BAR DETAIL 2 2 A325 ANCHOR BOLTS W/ LEVELING NUTS 1 6 ( HEXHEAD BOLT WITH HEX NUTS TS 175x75x6 ( 7 " x 150 (6") LONG MECHANICAL SPLICE AS PER BULLETIN 15 C6x (3") RUBRAIL #19 (#6) BAR (IN CURB) #13 (#4) SEE REINF. #13 (#4) SEE REINF. BAR DETAILS 203 (8") 330 (13") WEARING COURSE h SEE NOTE 1 BAR DETAILS NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES SEE NOTE 2 T TOP SLAB BOX CULVERT MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED. COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN 51 (2") (CLR.) () 125 (5") 200 (8") 125 (5") #13 (#4) SEE REINF. BAR DETAILS STANDARD 450 (18") #22 (#7) 4 EA. POST R.C. BOX CULVERT NOTE: PRIOR TO CONSTRUCTING CURB AND DECK, ANCHOR BOLTS SHALL BE INSTALLED WITH EITHER A TEMPLATE OR ACTUAL POST W/BASEPLATE INSTALLED TO ENSURE PROPER ANCHOR BOLT ALIGNMENT & PLACEMENT SEE ANCHOR BOLT BAR DETAIL HEADWALL DETAILS PRECAST SECTION G-G RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 SHEET 7 OF 11 CHIEF BRIDGE ENGINEER DIR., BUREAU OF DESIGN CHIEF ENG., HWY. AD BD-632M
8 100x125x170 ( 4 " x 5 POST TENSION RECESS D REINFORCEMENT BENT TIE FIRST #13 (#4) DIAG. TO SLAB REINFORCEMENT SLAB POST TENSION DUCT E ( 1 " ) D I A. SCH. 40 PVC POST-TENSIONING DUCT REINFORCEMENT BEYOND POST- TENSIONING RECESS. TO AVOID INTERFERANCE WITH POST-TENSIONING RECESS. SLAB BAR 3 8 ( 1 " ) D I A. SCH. 40 PVC POST-TENSIONING DUCT 170 ( 6 SEE DETAIL E BEND REINFORCEMENT CLR x125x170 ( 4 " x 5 POST TENSION RECESS 3-#13 (#4) DIAG. PLACED BEHIND POST-TENSIONING RECESS 3 8 ( 1 " ) D I A. SCH. 40 PVC POST-TENSIONING DUCT SIDEWALL HAUNCH SLAB SIDEWALL BARS TO AVOID INTERFERENCE WITH POST-TENSIONING RECESS. 100x125x170 ( 4 " x 5 POST TENSION RECESS 1 1/2" TO 3" CLR. 40 TO 75 ( 1 " SIDEWALL REINFORCEMENT (INSIDE FACE) #13 (#4) DIAG. #13@300 (#4@12") DIAGONAL REINFORCEMENT BAR TO EXTEND TO EXISTING REINF. AT END OF SECTION WHEN P/T POCKET IS REQ D. INSIDE FACE OF WALL REINF. BEYOND P/T BLOCKOUT E OUTSIDE FACE OF WALL REINF. SIDEWALL HAUNCH D 6" 12" MAX. TYPICAL SECTION E-E 2 EQUAL SPACES ALTERNATE SECTION D-D (1") 125 (1") HAUNCH SECTION DETAIL CLR. (5") CLR. LONGITUDINAL REINFORCEMENT () 100x125x170 ( 4 " x 5 POST TENSION RECESS 25 (1") CLR. TRANSVERSE REINFORCEMENT () DETAIL E NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED. COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN STANDARD R.C. BOX CULVERT MISCELLANEOUS DETAILS PRECAST RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 SHEET 8 OF 11 CHIEF BRIDGE ENGINEER DIR., BUREAU OF DESIGN CHIEF ENG., HWY. AD BD-632M
9 NOTE: TOP OF BAFFLE SHALL BE 100 (4") BELOW ROADWAY CROSS SLOPE STREAM BED ROADWAY PROFILE GRADE APRON () ~ A A STREAM TOP WIDTH FLOW DEPRESS (MIN ) EXISTING STREAMBED ELEV. WING WALL 200 (8") MIN ALTERNATING BAFFLES x 200 (8")H x 200 (8")H BAFFLES CUTOFF WALL DEPRESS ROCK BELOW NATURAL STREAM BED W PLAN VIEW SECTION A-A BOX CULVERTS BAFFLE OPENING= STREAM TOP WIDTH/3 BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.) WHICH EVER IS GREATER. ROADWAY CROSS SLOPE ROADWAY PROFILE GRADE FILL WING WALL DEPRESS WEIR NORMAL WATERSURFACE EXISTING STREAMBED ELEV. 200 (8") PRIMARY CELL SECONDARY CELL TOP OF WEIR 450 (1-6") DEPRESS ROCK BELOW W SECTION A-A NATURAL STREAM BED TWIN CELL BOX CULVERTS WITH STREAM GRADES 4% BAFFLE OPENING= STREAM TOP WIDTH/3 BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.) WHICH EVER IS GREATER. 50 (2") CL. DESIGN NOTE: THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA 200 (8") FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING PRELIMINARY DESIGN. NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES CAST IN PLACE BAFFLE DETAIL () 1 R O W # ( # 9 " ) W DESIGN BAFFLE WIDTH PROFILE TYPICAL BAFFLE 200 (8") 90 HOOK #16 (#5) 1 ROW ALTERNATE SIDES ") 200 (8") BOTTOM SLAB OF BOX CULVERT MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED. COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN STANDARD #16 (#5)-90 HOOKS ALTERNATE SIDES 300 (1-0") THREADED INSERTS R.C. BOX CULVERT MISCELLANEOUS DETAILS 50 (2") CL. PRECAST BOX CULVERT CAST-IN-PLACE BOX CULVERT STREAM GRADES 4% PLAN TYPICAL BAFFLE TYPICAL BAFFLE DETAIL ALTERNATE BAFFLE DETAIL RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 SHEET 9 OF 11 CHIEF BRIDGE ENGINEER DIR., BUREAU OF DESIGN CHIEF ENG., HWY. AD BD-632M
10 ROADWAY CROSS SLOPE ROADWAY PROFILE GRADE FILL B B STREAM TOP WIDTH FLOW DEPRESS EXISTING STREAMBED ELEV. WING WALL 150 (6") ALTERNATING x H BAFFLES HT.= DEPRESSION ALTERNATING x 150 (6")H x 1/3W x 200 (8")H BAFFLES CUTOFF WALL BAFFLES HT.= 1/2 DEPRESSION DEPRESS ROCK PLAN VIEW BELOW NATURAL STREAM BED W SECTION B-B DEPRESS ROADWAY CROSS SLOPE NORMAL WATERSURFACE EXISTING STREAMBED ELEV. WING WALL ROADWAY PROFILE GRADE FILL PRIMARY SECONDARY CELL CELL TOP OF WEIR 450 (1-6") BOX CULVERTS WITH STREAM GRADES 4% BAFFLE OPENING= STREAM TOP WIDTH/3 BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.) WHICH EVER IS GREATER. DEPRESS ROCK BELOW NATURAL STREAM BED SECTION C-C W VARIES AND 150 (6") 90 HOOKS #16 (#5) 1 ROW ALTERNATE SIDES TWIN CELL BOX CULVERTS WITH STREAM GRADES 4% 1 2 ( " ) INSERT () ( " ) T H 50 (2") CL. PRECAST BOX CULVERT 75 (3") CL. 150 (6") TYPICAL BAFFLE DETAIL FOR CAST IN PLACE, SEE SHEET 9 DESIGN NOTE: THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING PRELIMINARY DESIGN. 1 R O W # ( # 1-0 " ) 1 ROW 230 9") W I T H 1 2 ( " ) T PROFILE TYPICAL BAFFLE NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED. COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN CAST-IN-PLACE BAFFLE DETAIL () HOOK BARS ALTERNATE SIDES STANDARD R.C. BOX CULVERT 50 (2") CL. () PLAN TYPICAL BAFFLE 300 (1-0") RECOMMENDED MISCELLANEOUS DETAILS STREAM GRADES 4% JUL.24, 2006 RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 SHEET 10 OF 11 CHIEF BRIDGE ENGINEER DIR., BUREAU OF DESIGN CHIEF ENG., HWY. AD BD-632M
11 300 (1-0") A WEIR SECONDARY CELL A 450 (1-6") 150 6") ") C WEIR SECONDARY CELL C STREAM TOP WIDTH FLOW CAST-IN-PLACE BOX CULVERT ALTERNATE WEIR DETAIL STREAM TOP WIDTH FLOW NOTE: REFERENCE SINGLE CELL BOX CULVERTS ALL STREAM GRADES W/ STREAM GRADES >4% FOR BAFFLE CONFIGURATION PLAN VIEW x 200 (8")H BAFFLES PLAN VIEW x 200 (8")H BAFFLES BAFFLE OPENING= STREAM TOP WIDTH/3 BAFFLE OPENING= STREAM TOP WIDTH/3 BOX CULVERT BOX CULVERT 300 () (1-0") G G () G G AS REQ D. 150 (6") 100 (4") BEDDING BEDDING 3-#16 (#5) 300 SEE NOTE 20 SHEET 4 SEE NOTE 20 SHEET 4 NOTE: THREADED INSERTS MAY 1-0") BE USED AS AN ALTERNATE TO BAR LAPS FOR #16 (#5) W NOTES: REINFORCEMENT. SECTION G-G CONCRETE PLUG PRECAST SECTION (NORMAL) SYMETRICAL DO NOT PLACE R.C. BOX CULVERTS < 6" APART. OPTIONAL TO DUAL CELL PRECAST SECTION (NORMAL) UNSYMETRICAL - OPTION TO WEIR >600 (2-0") GRANULAR FILL 150 TO 600 (6" TO 2-0") CLASS A CONCRETE WITH 9. 5 ( & " ) SIZE AGGREGATE. DESIGN NOTE: THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING PRELIMINARY DESIGN. NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES MUST BE USED ON PLANS. METRIC AND ENGLISH VALUES SHOWN MAY NOT BE MIXED. CAST-IN-PLACE WEIR DETAIL 1 R O W # ( # 6 " ) W PROFILE - TYPICAL WEIR HOOK BARS ALTERNATE SIDES 450 (1-6") 90^ HOOKS #16 (#5) 1 ROW ALTERNATE SIDES COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF DESIGN STANDARD 1 2 ( " ) R.C. BOX CULVERT INSERT () PRECAST BOX CULVERT MISCELLANEOUS TWIN CELL DETAILS PLAN - TYPICAL WEIR TYPICAL WEIR DETAIL ALL STREAM GRADES RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 RECOMMENDED JUL.24, 2006 CHIEF BRIDGE ENGINEER DIR., BUREAU OF DESIGN CHIEF ENG., HWY. AD SHEET 11 OF 11 BD-632M
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================================ PennDOT BQAD Publications e-notification Bureau of Design ================================ Publication No. 219M Standard: BC-762M RE: Sheet 1 No. 1 Date: 6-18-03 ================================
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