SDD 8f1 Apron Endwalls for Culvert Pipe

1 STEEL RODROLLED SNUGLY AGAINSTEDGE OF SIDEWALL SHEET1"SHEETSIDEWALLAPRON "CATION OF THE END SECTIONAND RIVETS PRIOR TO FABRI-TUBING SLIPPED OVER SHEETSTEEL OR " THICK " X " THICK GALV. " R. " " (APPROX.)SIDEWALL SHEETOUTSIDE OF APRONL1L2 "1 GENERAL NOTES@ 6" C-C " DIA. RIVETS SPACEDLENGTH OF RIVET = "SPACED AT 6" C-C. OVER-ALUM. BUTTONHEAD RIVETS " DIA. X " GALV. STEEL ORSECTION CORNERW + 22"2"8" ON THE PLANSBE FURNISHED WHEN CALLEDAND METAL AS Apron ) SHALLTOE PLATE (SAME A-A)EDGE (SEEREINFORCEDAAAAAAEND VIEWSIDE ELEVATIONPLAN VIEW " DIA. HOLES FORBOLTS OR RIVETS12" C-C MAX. SPACINGMETAL (\1 ")(\1")(MAX.)B(\1")HL1L11L2(\2")WDIMENSI ONS (Inches) THICK.(Inches). to 12 to 12 to 12 to 12 to 12 to 12 to 12 to 12 to 11 (IN.)METAL Apron 2482621 3010311528 364229 36124837 411316511852 6014199602459 721622116975 8418271278248190183012843085 to 1126132138121212878787144150121287873735 1 to 11 to 11 to 11 to 12 to 12 to 12 to 1 BDCTEDESIGNOPTIONALPLANEND VIEWLONGITUDINAL SECTION1 " RTONGUE END ON INLET END SECTIONGROOVED END ON OUTLET END SECTIONAEND SECTIONREINFORCEMENTBAR OR STEEL FABRICSLOPE1 TTNEAREST FOOT)OF Culvert (TOMEASURED LENGTHCULVERTTDIAMETERBDIMENSIONS (Inches) to 13 to 13 to 13 to 13 to 13 to 1 REINFORCED CONCRETE Apron ENDWALLS24303642485460727884909610210811 41203 to 13 to 13 to 13 to 12 to 12 to 12 to 11 to 12to12598 - 100*72 737373 73 73 73 97 9898**99999999111 33 -35**48 464637 302419 34 35263921212121-27**72-78**2427273643 49 546363726560787890 24-3046999 10 121521242730-3524-3624-3636**2 22 2 33 3 44 55 66 77 8 PIPEDIA.

2 (IN.)12151821242730364248546066727884 MINIMUM " DIA. GALV. STEEL RODOR NO. 4 GALV. REINFORCING BARINSTEAD OF STEEL ROD REINFORCEMENT. SEE SECTION OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ONTHIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THESTANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL SURFACES TIGHTLYWELDS WHICH WILL HOLDOR RESISTANCE SPOTPROPER BY BOLTS, RIVETS,BE FASTENED TO APRONEND CORNER PLATES MAYCONCRETE ENDWALLSPIPECONNECTORLUGMEASURED LENGTHOF CULVERTTHREADED " DIA. RODAROUND Culvert & THROUGHTANK TYPE CONNECTOR LUGOR ALTERNATE CONNECTORSTRAP (SEE DETAIL)FOR 12" THRU 24" CORR. PIPEROD HOLDERMEASURED LENGTHOF CULVERTTHREADED " DIA. RODOVER TOP OF Apron , SIDELUGS TO BE RIVETED TOAPRON12"RIVETED ORBOLTEDCONNECTORSECTIONCONNECTOR SECTIONTO BE PAID FOR ASPART OF END SECTIONDIMPLED OR CORRUGATEDCOUPLING BANDRIVETED OR BOLTED ATDIMPLES (6" C-C FORCORRUGATED BAND)2 - " X 6"BAND BOLTSALTERNATE FOR:ALL SIZES CORRUGATED CIRCULAR PIPEDIMPLED BAND FITS OVER OUTSIDE OF ENDWALL,AND CORRUGATED BAND FITS INSIDE BAND MAY BE USED WITH HELICALLYCORRUGATED.

3 FOR CIRCUMFERENTIALLY CORRUGATED pipe USEENDWALL CONNECTION DETAILS 1, 2, 3 OR 5AS HELICALLY CORRUGATED pipe USE ENDWALLCONNECTION DETAILS 1, 2 OR HELICALLY CORRUGATED PIPES WITH TWOCIRCUMFERENTIAL CORRUGATIONS AT EACH ENDUSE ENDWALL CONNECTION DETAILS 1, 2 OR 1 TYPE 2 TYPE 3 TYPE 5 MEASURED LENGTHOF CULVERTCOUPLING BANDREQUIREDCONNECTION DETAILSOF CULVERTLENGTHMEASUREDEND SECTION CONNECTOR STRAPALTERNATE FOR TYPE 1 CONNECTIONBAND BOLT AND NUTWITH STANDARD 6" X "THICK) GALVANIZED STRAP1" WIDE, 12 GA. ( "FOR 42" THRU 96" CORR. PIPEGGG908 4187 24111 1321 to 122 2 2 33 3 44 55 55 66 6 6 xxxxxxxxxxxxxxxSEE GENERAL NOTESEXCEPT CENTER PANEL*MINIMUM**MAXIMUM2 to " THICK " THICK GALV. STEEL ORFOR pipe SIZES UP TO 60" DIAMETER, A 180 ROLLED EDGE MAY BE USEDTHREE PIECE ALUMINUM Apron Endwalls FOR 60" DIAMETER pipe ANDLARGER SHALL HAVE " SIDES AND " CENTER PANELS. ALLALL THREE PIECE STEEL Apron Endwalls FOR 60" DIAMETER pipe CENTER PANELS SHALL BE GREATER THAN 20 PERCENT OF THE PIPELARGER SHALL HAVE " SIDES AND " CENTER PANELS.

4 THE WIDTHFOR THE 60" THROUGH 96" DIAMETER Apron ENDWALL SIZES, THE REINFORCEDFOR STEEL UNITS AND ALUMINUM RIVETS AND BOLTS FOR ALUMINUM SEAMS SHALL BE TIGHTLY JOINED BY GALVANIZED RIVETS OR BOLTSATTACHED BY GALVANIZED NUTS AND BOLTS FOR STEEL UNITS AND ALUMINUMNUTS AND BOLTS FOR ALUMINUM STEEL OR ALUMINUM STIFFENER ANGLES. THE ANGLES SHALL BETO PROVIDE A MINIMUM CLEARANCE OF 6 INCHES BETWEEN Apron EACH OTHER, THEY SHALL BE SEPARATED BY A DISTANCE SUFFICIENTWHERE TWO OR MORE PIPES WITH Apron Endwalls ARE LAID ADJACENTOF THE SAME Endwalls SHALL NORMALLY BE INSTALLED ON Culvert PIPEOR ALUMINUM Culvert pipe OR VISE VERSA. GALVANIZED STEEL ORCONCRETE Culvert Endwalls MAY NOT BE USED WITH GALVANIZED STEELEDGES AND CENTER PANEL SEAMS SHALL BE FURTHER REINFORCED WITHFOR 30" THRU 96" CORR. ROADWAY DEVELOPMENT ENGINEERDEPARTMENT OF TRANSPORTATIONSTATE OF 8 F 8 F 1-11 Culvert PIPEAPRON Endwalls FOR8-30-94/S/ Rory L.

5 RhinesmithSDD 8f1 Apron Endwalls for Culvert pipe Version 11 Standard Detail Drawing 8f1 July 28, 2011 Apron Endwalls for Culvert pipe References: FDM 19-15-70 FDM 13-1-15 FDM 13-1-17 Bid items associated with this drawing: ITEM NUMBER DESCRIPTION UNIT - 1199 Apron Endwalls for Culvert pipe (size) .. EACH - 1199 Apron Endwalls for Culvert pipe Steel (size) .. EACH - 1199 Apron Endwalls for Culvert pipe Reinforced Concrete (size) .. EACH - 0399 Apron Endwalls for Culvert pipe Aluminum (size) .. EACH Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE if non-standard size is specified. Other SDDs associated with this drawing: SDD 8F4 Joint Ties for Concrete pipe Design Notes: Joint ties are required for the Apron endwall and the last 2 sections of Culvert and storm sewer pipe installations. See Standard Specifications. Contact Person: Ed Lilla (608) 266-2312